Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP 2021-0016; CARLSBAD OAKS NORTH LOT 2; ANCHOR RETAINING WALL STRUCTURAL CALCULATIONS; 2024-06-19
Anchor Retaining Wall Structural Calculations for Carlsbad Oaks Lot 3 Carlsbad, California June 19, 2024 Job No. 24-027 Prepared by: Matthew M. Merritt, P.E M3 Civil Engineering, Inc. PO Box 923 Oceanside, CA 92049 Prepared for: Geogrid Retaining Wall Systems, Inc. 1295 Distribution Way Vista, CA 92081 PO Box 923 Oceanside, CA 92049 760-802-1772 – matt@m3ce.com June 19, 2024 Job No. 24-027 Geogrid Retaining Walls Inc. 1295 Distribution Way Vista, CA 92081 Attention: Mr. Mike Stevenson Subject: Anchor Retaining Wall Structural Calculations Carlsbad Oaks Lot 3 Carlsbad, California Please find enclosed the structural wall calculations for the Carlsbad Oaks Lot 3 Anchor retaining walls. Please contact the undersigned with any questions. Sincerely, M3 Civil Engineering, Inc. Matthew M. Merritt, P.E. President f/;!tt1M Design Criteria The geogrid reinforced retaining walls were designed using the MSEW design software developed by Adama Engineering, Inc. in accordance with Federal Highway Administration design methodology. The Anchorplex gravity retaining wall was designed using the AnchorWall 7.0 design software developed by Anchor Retaining Wall Systems, Inc. in accordance with NCMA Segmental Retaining Wall design methodology. Applicable Building Code All design and construction shall conform to the 2022 California Building Code. Soil Design Parameters Reinforced soil: phi = 32 degrees c= 0 psf gamma = 130 pcf Retained soil: phi = 32 degrees c= 0 psf gamma = 130 pcf Foundation soil: phi = 32 degrees c= 0 psf gamma = 130 pcf Retained soil (Granitic Rock): phi = 40 degrees c= 0 psf gamma = 150 pcf Foundation soil (Granitic Rock): phi = 40 degrees c= 0 psf gamma = 150 pcf Design Peak Ground Acceleration: 0.32 G (2/3*PGAm per 2022 CBC and ASCE 7-16) Loading 2:1 slope backfill Reference Geocon, Inc., Update to Geotechnical Report, dated May 5, 2023. GEOGRID REINFORCED SECTIONS Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:40 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=5'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3AASHTO 2002 ASD DESIGN METHOD MSEW+: Update # 2023.21 PROJECT IDENTIFICATION Title:CARLSBAD OAKS LOT 3Project Number:24-027Client:GEOGRID RWS, INC.Designer:MMMStation Number: Description: H=5.3', 2:1 SLOPE BACKFILL, ANCHOR GEOHOLD PRO, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772Fax #:E-Mail:MATT@M3CE.COM File path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........ions\SLOPE H=5'.BENpOriginal date and time of creating this file:6/18/2024 PROGRAM MODE:ANALYSISof a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 1 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:40 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=5'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ SOIL DATA REINFORCED SOILUnit weight,130.0 lb/ft ³Design value of internal angle of friction,32.0 ° RETAINED SOILUnit weight,130.0 lb/ft ³Design value of internal angle of friction,32.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil)Equivalent unit weight,equiv.130.0 lb/ft ³Equivalent internal angle of friction,equiv.32.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3073 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized)Inclination of internal slip plane, = 61.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.4637 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear.Bearing capacity factors (calculated by MSEW): Nc = 35.49 N = 30.21 SEISMICITY (using AASHTO 2007)Note: specified A combined with I and produced a square root of -0.05 in M-O equ.MSEW set this square root to ZERO so that the Kae could be calculated. Be aware that the end results arelikely erroneous and ARE PROVIDED FOR INFORMATION ONLY Maximum ground acceleration coefficient, A = 0.320Design acceleration coefficient in Internal Stability: Kh = Am = 0.362Design acceleration coefficient in External Stability: Kh_d = 0.160 => Kh = Am = 0.160 (Kh in External Stability is based on allowable displacement, d = 71 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 1.0111 Kae ( Kh = 0 ) = 0.4402 Kae = 0.5709Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 2 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:40 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=5'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ INPUT DATA: Geogrids(Analysis) D A T A Geogridtype #1 Geogridtype #2 Geogridtype #3 Geogridtype #4 Geogridtype #5 Tult [lb/ft]3650.0Durability reduction factor, RFd 1.10Installation-damage reduction factor, RFid 1.25Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 7600.01.101.251.45N/A1.000 30.00 0.85ꞏtan1.0 10200.01.101.251.45N/A1.000 30.00 0.85ꞏtan1.0 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtanScale-effect correction factor,1.0 Variation of Lateral Earth Pressure Coefficient With Depth Z K / Ka 0 ft 1.00 3.3 ft 1.00 6.6 ft 1.00 9.8 ft 1.0013.1 ft 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 3 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:40 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=5'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ INPUT DATA: Facia and Connection (according to revised Demo 82)(Analysis) FACIA type: Facing enabling frictional connection of reinforcement (e.g., modular concrete blocks, gabions)Depth/height of block is 1.00/0.67 ft. Horizontal distance to Center of Gravity of block is: 0.50 ft.Average unit weight of block is: = 130.00 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmaxor To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.000.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.29 0.0 0.20 0.0 0.113490.0 0.49 3200.0 0.37 3033.0 0.925000.0 0.49 5000.0 0.37 5000.0 0.92 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²]CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name 3XT 8XT 10XT (P)N/A N/AConnection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 4 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:40 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=5'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 5.33 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 4.33 ft }Soil in front of wall is Horizontal. Batter,1.7 [deg]Backslope,26.6 [deg]Backslope rise 25.0 [ft]Broken back equivalent angle, I = 26.60° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 5 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:40 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=5'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 7.83, Meyerhof stress = 1118 lb/ft².Foundation Interface: Direct sliding, Fs = 1.922, Eccentricity, e/L = 0.0542, Fs-overturning = 3.65 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.67 5.00 1 5.15 7.95 7.951 16.529 1.888 0.0329 3XT21.33 5.00 1 4.78 7.49 7.493 13.045 2.014 0.0128 3XT33.33 5.00 1 3.82 6.28 6.276 5.636 2.522 -0.0482 3XT ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 2.86, Meyerhof stress = 1924 lb/ft².Foundation Interface: Direct sliding, Fs = 1.173, Eccentricity, e/L = 0.2119, Fs-overturning = 1.87 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.67 5.00 1 3.28 5.15 5.146 7.386 1.184 0.1577 3XT21.33 5.00 1 3.13 5.08 5.079 6.178 1.308 0.1082 3XT33.33 5.00 1 2.69 4.82 4.824 3.139 1.947 -0.0205 3XT Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 6 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:40 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=5'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 8756 5503 [lb/ft ²]Meyerhof stress,V 1118.0 1924 [lb/ft ²]Eccentricity, e 0.27 1.10 [ft]Eccentricity, e/L 0.054 0.220Fs calculated 7.83 2.86Base length 5.00 5.00 [ft] Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 7 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:40 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=5'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.922 and Fs-seismic = 1.173 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.67 5.00 1.888 1.184 1 3XT21.33 5.00 2.014 1.308 1 3XT33.33 5.00 2.522 1.947 1 3XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.0542, e/L seismic = 0.2119; Overturning: Fs-static = 3.65, Fs-seismic = 1.87 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.67 5.00 0.0329 0.1577 1 3XT21.33 5.00 0.0128 0.1082 1 3XT33.33 5.00 -0.0482 -0.0205 1 3XT Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 8 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:40 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=5'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] LTDS [lb/ft] Tmax [lb/ft] Tmd [lb/ft] SpecifiedminimumFs-overallStatic ActualcalculatedFs-overallStatic SpecifiedminimumFs-overallseismic ActualcalculatedFs-overallseismic Product name 1 0.67 1830.7 230.2 181.95 N/A 7.951 N/A 5.146 3XT21.33 1830.7 244.3 168.40 N/A 7.493 N/A 5.079 3XT33.33 1830.7 291.7 127.33 N/A 6.276 N/A 4.824 3XT RESULTS for PULLOUT Live Load included in calculating Tmax #GeogridElevation[ft] CoverageRatio Tmax [lb/ft] Tmd [lb/ft] Le [ft] La [ft] Avail.StaticPullout, Pr[lb/ft] SpecifiedStaticFs ActualStaticFs Avail.Seism.Pullout, Pr[lb/ft] SpecifiedseismicFs ActualseismicFs 1 0.67 1.000 230 182.0 4.65 0.35 3805.7 3044.6N/A 16.529 N/A 7.38621.33 1.000 244 168.4 4.30 0.70 3187.3 2549.9N/A 13.045 N/A 6.17833.33 1.000 292 127.3 3.25 1.75 1644.0 1315.2N/A 5.636 N/A 3.139 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 9 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:40 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=5'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.67 230 1.00 0.32 1185 1831 N/A 5.15 N/A 7.95 3XT21.33 244 1.00 0.32 1167 1831 N/A 4.78 N/A 7.49 3XT33.33 292 1.00 0.30 1113 1831 N/A 3.82 N/A 6.28 3XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.67 412 1.00 0.26 948 1831 N/A 3.28 N/A 5.15 3XT21.33 413 1.00 0.26 934 1831 N/A 3.13 N/A 5.08 3XT33.33 419 1.00 0.24 890 1831 N/A 2.69 N/A 4.82 3XT Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 10 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:56 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=7'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3AASHTO 2002 ASD DESIGN METHOD MSEW+: Update # 2023.21 PROJECT IDENTIFICATION Title:CARLSBAD OAKS LOT 3Project Number:24-027Client:GEOGRID RWS, INC.Designer:MMMStation Number: Description: H=7.3', 2:1 SLOPE BACKFILL, ANCHOR GEOHOLD PRO, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772Fax #:E-Mail:MATT@M3CE.COM File path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........ions\SLOPE H=7'.BENpOriginal date and time of creating this file:6/18/2024 PROGRAM MODE:ANALYSISof a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 1 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:56 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=7'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ SOIL DATA REINFORCED SOILUnit weight,130.0 lb/ft ³Design value of internal angle of friction,32.0 ° RETAINED SOILUnit weight,130.0 lb/ft ³Design value of internal angle of friction,32.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil)Equivalent unit weight,equiv.130.0 lb/ft ³Equivalent internal angle of friction,equiv.32.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3073 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized)Inclination of internal slip plane, = 61.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.4637 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear.Bearing capacity factors (calculated by MSEW): Nc = 35.49 N = 30.21 SEISMICITY (using AASHTO 2007)Note: specified A combined with I and produced a square root of -0.05 in M-O equ.MSEW set this square root to ZERO so that the Kae could be calculated. Be aware that the end results arelikely erroneous and ARE PROVIDED FOR INFORMATION ONLY Maximum ground acceleration coefficient, A = 0.320Design acceleration coefficient in Internal Stability: Kh = Am = 0.362Design acceleration coefficient in External Stability: Kh_d = 0.160 => Kh = Am = 0.160 (Kh in External Stability is based on allowable displacement, d = 71 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 1.0111 Kae ( Kh = 0 ) = 0.4402 Kae = 0.5709Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 2 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:56 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=7'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ INPUT DATA: Geogrids(Analysis) D A T A Geogridtype #1 Geogridtype #2 Geogridtype #3 Geogridtype #4 Geogridtype #5 Tult [lb/ft]3650.0Durability reduction factor, RFd 1.10Installation-damage reduction factor, RFid 1.25Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 7600.01.101.251.45N/A1.000 30.00 0.85ꞏtan1.0 10200.01.101.251.45N/A1.000 30.00 0.85ꞏtan1.0 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtanScale-effect correction factor,1.0 Variation of Lateral Earth Pressure Coefficient With Depth Z K / Ka 0 ft 1.00 3.3 ft 1.00 6.6 ft 1.00 9.8 ft 1.0013.1 ft 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 3 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:56 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=7'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ INPUT DATA: Facia and Connection (according to revised Demo 82)(Analysis) FACIA type: Facing enabling frictional connection of reinforcement (e.g., modular concrete blocks, gabions)Depth/height of block is 1.00/0.67 ft. Horizontal distance to Center of Gravity of block is: 0.50 ft.Average unit weight of block is: = 130.00 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmaxor To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.000.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.29 0.0 0.20 0.0 0.113490.0 0.49 3200.0 0.37 3033.0 0.925000.0 0.49 5000.0 0.37 5000.0 0.92 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²]CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name 3XT 8XT 10XT (P)N/A N/AConnection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 4 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:56 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=7'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 7.33 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 6.33 ft }Soil in front of wall is Horizontal. Batter,1.7 [deg]Backslope,26.6 [deg]Backslope rise 25.0 [ft]Broken back equivalent angle, I = 26.60° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 5 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ ______ ___, Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:56 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=7'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 8.06, Meyerhof stress = 1530 lb/ft².Foundation Interface: Direct sliding, Fs = 1.938, Eccentricity, e/L = 0.0511, Fs-overturning = 3.73 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.67 7.00 1 3.82 5.65 5.648 23.794 1.871 0.0360 3XT21.33 7.00 1 3.31 4.96 4.959 18.474 1.957 0.0214 3XT33.33 7.00 1 2.76 4.34 4.336 10.533 2.279 -0.0212 3XT45.33 7.00 1 3.34 5.49 5.486 7.694 2.704 -0.0690 3XT ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 3.07, Meyerhof stress = 2577 lb/ft².Foundation Interface: Direct sliding, Fs = 1.187, Eccentricity, e/L = 0.2040, Fs-overturning = 1.92 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.67 7.00 1 2.39 3.60 3.597 10.419 1.168 0.1653 3XT21.33 7.00 1 2.15 3.36 3.363 8.754 1.251 0.1292 3XT33.33 7.00 1 1.91 3.22 3.222 5.611 1.608 0.0312 3XT45.33 7.00 1 2.31 4.06 4.063 4.082 2.253 -0.0540 3XT Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 6 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:56 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=7'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 12342 7916 [lb/ft ²]Meyerhof stress,V 1530.3 2577 [lb/ft ²]Eccentricity, e 0.36 1.48 [ft]Eccentricity, e/L 0.051 0.212Fs calculated 8.06 3.07Base length 7.00 7.00 [ft] Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 7 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ ______ ___, Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:56 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=7'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.938 and Fs-seismic = 1.187 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.67 7.00 1.871 1.168 1 3XT21.33 7.00 1.957 1.251 1 3XT33.33 7.00 2.279 1.608 1 3XT45.33 7.00 2.704 2.253 1 3XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.0511, e/L seismic = 0.2040; Overturning: Fs-static = 3.73, Fs-seismic = 1.92 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.67 7.00 0.0360 0.1653 1 3XT21.33 7.00 0.0214 0.1292 1 3XT33.33 7.00 -0.0212 0.0312 1 3XT45.33 7.00 -0.0690 -0.0540 1 3XT Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 8 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:56 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=7'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] LTDS [lb/ft] Tmax [lb/ft] Tmd [lb/ft] SpecifiedminimumFs-overallStatic ActualcalculatedFs-overallStatic SpecifiedminimumFs-overallseismic ActualcalculatedFs-overallseismic Product name 1 0.67 1830.7 324.1 268.06 N/A 5.648 N/A 3.597 3XT21.33 1830.7 369.2 254.10 N/A 4.959 N/A 3.363 3XT33.33 1830.7 422.2 211.79 N/A 4.336 N/A 3.222 3XT45.33 1830.7 333.7 169.49 N/A 5.486 N/A 4.063 3XT RESULTS for PULLOUT Live Load included in calculating Tmax #GeogridElevation[ft] CoverageRatio Tmax [lb/ft] Tmd [lb/ft] Le [ft] La [ft] Avail.StaticPullout, Pr[lb/ft] SpecifiedStaticFs ActualStaticFs Avail.Seism.Pullout, Pr[lb/ft] SpecifiedseismicFs ActualseismicFs 1 0.67 1.000 324 268.1 6.65 0.35 7712.3 6169.9N/A 23.794 N/A 10.41921.33 1.000 369 254.1 6.30 0.70 6820.7 5456.6N/A 18.474 N/A 8.75433.33 1.000 422 211.8 5.25 1.75 4446.7 3557.3N/A 10.533 N/A 5.61145.33 1.000 334 169.5 4.20 2.80 2567.4 2053.9N/A 7.694 N/A 4.082 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 9 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ MSEW -- Mechanically Stabilized Earth Walls CARLSBAD OAKS LOT 3 Present Date/Time: Tue Jun 18 10:09:56 2024 C:\.....eDrive\Documents\1 M3CE\1 Active Projects\Carlsbad Oaks Lot 3\Calculations\SLOPE H=7'.BENp Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.67 324 1.00 0.34 1240 1831 N/A 3.82 N/A 5.65 3XT21.33 369 1.00 0.33 1222 1831 N/A 3.31 N/A 4.96 3XT33.33 422 1.00 0.32 1167 1831 N/A 2.76 N/A 4.34 3XT45.33 334 1.00 0.30 1113 1831 N/A 3.34 N/A 5.49 3XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.67 592 1.00 0.27 992 1831 N/A 2.39 N/A 3.60 3XT21.33 623 1.00 0.27 977 1831 N/A 2.15 N/A 3.36 3XT33.33 634 1.00 0.26 934 1831 N/A 1.91 N/A 3.22 3XT45.33 503 1.00 0.24 890 1831 N/A 2.31 N/A 4.06 3XT Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ CARLSBAD OAKS LOT 3 Copyright © 1998-2023 ADAMA Engineering, Inc.License number MSEW-401249 Page 10 of 10 Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ ANCHORPLEX SECTION Project: 24-027 - CARLSBAD OAKS LOT 3 [Rev. 1] CARLSBAD, CA Wall: SLOPE Section #1 at Station 0.00 Report Date June 19, 2024 Designer MMM Design Standard National Concrete Masonry Association 3rd Edition Design Static and Seismic Unit of Measure U.S./Imperial Selected Facing Unit Licensor/Product Line: Anchor Wall Systems, Inc. Name: GeoHold Pro Seismic As 0.32 Soil Parameters Soil Zone Soil Type Angle φ Friction [lb/ft³] Density γ In Situ [lb/ft²] Cohesion Cf Infill (i)SW 40°150.00 n/a Retained (r)SW 40°150.00 n/a Foundation (f)SW 40°150.00 0.00 Base (b)GW 39°140.00 n/a Drainage (d)GP 38°125.00 n/a Section Details Section Height 7.00 Back Slope 26.60°LL Surcharge 0 DL Surcharge 0 Design Height 6.67 ft Crest Offset 25.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 1.72°Toe Slope 0.00°Toe Offset 0.00 ft System Depth 4.00 ft Minimum Factors of Safety No Fines External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSbc Bearing Capacity 2.00 FSot Overturning 1.50 Seismic No Fines External Value Internal Value Facing Value FSsl Base Sliding 1.10 FSbc Bearing Capacity 1.50 FSot Overturning 1.10 Analysis Results * Analysis includes Vertical Forces * Uses Live and Dead Load Reduction due to Offset * Embedment is included in Bearing Capacity * Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0 External Static FS Bearing Capacity 31.30 Bearing Pressure 1195.39 lb/ft² Overturning 3.60 Max Eccentricity 0.11 ft Base Sliding 2.17 External Seismic FS Bearing Capacity 13.92 Bearing Pressure 1961.24 lb/ft² Overturning 1.86 Max Eccentricity 0.73 ft Base Sliding 1.27 Page 1 Printed 6/19/2024 Version: 7.2.4.6358 AnchorWall® Software Version 7.0