Table Of Content

Appendix D Slope Stability Analyses Z:aa'_4c.OUT ** Original ******************* Modified (Includes Including Nonlinear Anisotropic Surfaces, ******************* Analysis Run Date: Time of Run: Run By: Input Data Filename: g\2012_10\Proposed Output Filename: g\2012_10\Proposed Unit System: Plotted Output Filename: g\2012_10\Proposed PROBLEM DESCRIPTION: BOUNDARY COORDINATES 16 Top Boundaries 41 Total Boundaries Boundary X-Left No. (ft) 1 2 74.00 3 100.00 4 254.00 5 262.00 6 262.10 7 262.20 8 262.30 9 262.40 10 270.20 11 327.00 12 353.00 13 355.00 14 397.00 15 397.10 16 397.20 17 397.10 18 425.00 19 427.00 20 262.30 21 270.00 22 270.10 23 280.00 24 25 15.00 26 30.00 27 62.00 28 262.20 29 314.00 30 262.10 31 314.00 32 33 40.00 34 262.00 35 312.00 36 385.00 37 38 40.00 39 254.00 40 312.00 Z:aa'_4c.OUT Factor Of The Factor By The Coordinates Failure Surface Defined By Point X-Surf No. (ft) 1 262.01 2 265.59 3 312.13 4 383.44 5 383.48 Factor Of The Factor By The Coordinates Failure Surface Defined By Point X-Surf No. (ft) 1 262.01 2 265.59 3 312.13 4 383.44 5 383.48 Factor Of The Factor By The Coordinates Failure Surface Defined By Point X-Surf No. (ft) 1 262.01 2 265.59 3 312.13 4 383.44 5 383.48 Factor Of The Factor By The Coordinates Failure Surface Defined By Point X-Surf No. (ft) 1 262.01 2 265.59 3 312.13 4 383.44 5 383.48 Factor Of The Factor By The Coordinates Failure Surface Defined By Point X-Surf No. (ft) 1 262.01 2 265.59 3 312.13 4 383.44 5 383.48 Factor Of The Factor By The Coordinates Failure Surface Defined By Point X-Surf No. (ft) 1 262.01 2 265.59 3 312.13 4 383.44 5 383.48 Factor Of The Factor By The Coordinates Failure Surface Defined By Z:aa'_4c.OUT 14 13.0 94075.2 15 26.0 143673.0 16 2.0 8595.4 17 30.0 86822.4 18 1.9 2783.8 19 0.0 20 6.1 4290.1 Failure Point No. 1 2 3 4 5 *** Failure Point No. 1 2 3 4 5 *** Failure Point No. 1 2 3 4 5 Factor of Safety *** 1.567 *** Failure Point No. 1 2 3 4 5 Factor of Safety *** 1.567 *** Failure Point No. 1 2 3 4 5 Factor of Safety *** 1.567 *** Failure Point No. 1 2 3 4 5 Factor of Safety *** 1.567 *** Failure Point No. Z:aa'_4cp.OUT ** Original ******************* Modified (Includes Including Nonlinear Anisotropic Surfaces, ******************* Analysis Run Date: Time of Run: Run By: Input Data Filename: g\2012_10\Proposed Output Filename: g\2012_10\Proposed Unit System: Plotted Output Filename: g\2012_10\Proposed PROBLEM DESCRIPTION: BOUNDARY COORDINATES 16 Top Boundaries 41 Total Boundaries Boundary X-Left No. (ft) 1 2 74.00 3 100.00 4 254.00 5 262.00 6 262.10 7 262.20 8 262.30 9 262.40 10 270.20 11 327.00 12 353.00 13 355.00 14 397.00 15 397.10 16 397.20 17 397.10 18 425.00 19 427.00 20 262.30 21 270.00 22 270.10 23 280.00 24 25 15.00 26 30.00 27 62.00 28 262.20 29 314.00 30 262.10 31 314.00 32 33 40.00 34 262.00 35 312.00 36 385.00 37 38 40.00 39 254.00 40 312.00 Z:aa'_4cp.OUT 2 265.59 3 312.13 4 383.44 5 383.48 Factor Of The Factor By The Coordinates Failure Surface Defined By Point X-Surf No. (ft) 1 262.01 2 265.59 3 312.13 4 383.44 5 383.48 Factor Of The Factor By The Coordinates Failure Surface Defined By Point X-Surf No. (ft) 1 262.01 2 265.59 3 312.13 4 383.44 5 383.48 Factor Of The Factor By The Coordinates Failure Surface Defined By Point X-Surf No. (ft) 1 262.01 2 265.59 3 312.13 4 383.44 5 383.48 Factor Of The Factor By The Coordinates Failure Surface Defined By Point X-Surf No. (ft) 1 262.01 2 265.59 3 312.13 4 383.44 5 383.48 Factor Of The Factor By The Coordinates Failure Surface Defined By Point X-Surf No. (ft) 1 262.01 2 265.59 3 312.13 4 383.44 5 383.48 Factor Of The Factor By The Coordinates Failure Surface Defined By Point X-Surf No. (ft) 1 262.01 2 265.59 3 312.13 4 383.44 5 383.48 Z:aa'_4cp.OUT 10 9.8 102114.7 11 32.0 288994.5 12 0.7 5359.7 13 1.3 10424.5 14 13.0 94075.2 15 26.0 143673.0 16 2.0 8595.4 17 30.0 86822.4 18 1.9 2783.8 19 0.0 20 6.1 4290.1 Failure Point No. 1 2 3 4 5 *** Failure Point No. 1 2 3 4 5 *** Failure Point No. 1 2 3 4 5 Factor of Safety *** 1.102 *** Failure Point No. 1 2 3 4 5 Factor of Safety *** 1.102 *** Failure Point No. 1 2 3 4 5 Factor of Safety *** 1.102 *** Failure Point No. 1 2 3 4 5 Factor of Safety A-A' / Existing z:\2010\10132-01 400 # FS Soil Soil a 1.15 Desc. Type b 1.15 No. (pcf) c 1.15 Af 1 130.0 d 1.15 Qls 2 130.0 e 1.15 Rupture f 1.15 Tso? 4 g 1.15 Clay 5 h 1.15 Tso 6 130.0 i 1.15 300 j 1.15 a bdeghcfij 1 1 1 1 1 111 4 5 6 1 3 200 2 2 1 2 56 2 34 2 2 2 2 56 2 34 2 2 56 2 2 2 34 2 100 2 1 423 56 4 4 4 56 0 0 100 200 300 400 500 600 GSTABL7 v.2 FSmin=1.15 Safety Factors Page 1 Z:aa'_4c.OUT Page 2 *** GSTABL7 *** 41 385.00 197.00 427.00 224.00 6 ** GSTABL7 by Dr. Garry H. Gregory, Ph.D.,P.E.,D.GE ** Default Y-Origin = 0.00(ft) Version 1.0, January 1996; Current Ver. 2.005.2, Jan. 2011 ** Default X-Plus Value = 0.00(ft) (All Rights Reserved-Unauthorized Use Prohibited) Default Y-Plus Value = 0.00(ft) ************************************************************** ISOTROPIC SOIL PARAMETERS SLOPE STABILITY ANALYSIS SYSTEM 6 Type(s) of Soil Bishop, Simplified Janbu, or GLE Method of Slices. Soil Total Saturated Cohesion Friction Pore Pressure Piez. Spencer & Morgenstern-Price Type Analysis) Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface Pier/Pile, Reinforcement, Soil Nail, Tieback, No. (pcf) (pcf) (psf) (deg) Param. (psf) No. Undrained Shear Strength, Curved Phi Envelope, 1 130.0 130.0 200.0 29.0 0.00 0.0 0 Soil, Fiber-Reinforced Soil, Boundary Loads, Water 2 130.0 130.0 270.0 19.0 0.00 0.0 0 Pseudo-Static & Newmark Earthquake, and Applied Forces. 3 130.0 130.0 270.0 19.0 0.00 0.0 0 ************************************************************** 4 130.0 130.0 500.0 30.0 0.00 0.0 0 10/24/2012 5 130.0 130.0 270.0 19.0 0.00 0.0 0 03:27PM 6 130.0 130.0 1500.0 39.0 0.00 0.0 0 Username BOUNDARY LOAD(S) Z:\2010\10132-01 South Shores Church - Dana Point\Engineerin 2 Load(s) Specified Design\aa'_4c. Load X-Left X-Right Intensity Deflection Z:\2010\10132-01 South Shores Church - Dana Point\Engineerin No. (ft) (ft) (psf) (deg) Design\aa'_4c.OUT 1 280.00 397.00 500.0 0.0 English 2 480.00 560.00 500.0 0.0 Z:\2010\10132-01 South Shores Church - Dana Point\Engineerin NOTE - Intensity Is Specified As A Uniformly Distributed Design\aa'_4c.PLT Force Acting On A Horizontally Projected Surface. A-A' / Existing Grade / Search Along TIEBACK LOAD(S) Clay / Caissons and Tiebacks 4 Tieback Load(s) Specified Tieback X-Pos Y-Pos Load Spacing Inclination Length Force No. (ft) (ft) (lbs) (ft) (deg) (ft) Method 1 270.01 186.00 375000.0 5.0 25.00 75.0 2 Y-Left X-Right Y-Right Soil Type 2 270.04 191.00 375000.0 5.0 25.00 80.0 2 (ft) (ft) (ft) Below Bnd 3 270.06 196.00 375000.0 5.0 25.00 85.0 2 0.00 92.00 74.00 94.00 1 4 270.09 201.00 375000.0 5.0 25.00 90.0 2 94.00 100.00 76.60 4 NOTE - An Equivalent Line Load Is Calculated For Each Row Of Tiebacks 76.60 254.00 122.00 5 Assuming A Uniform Distribution Of Load Horizontally Between Individual 122.00 262.00 126.00 5 Tiebacks. Force Method 1 Considers Only Tangential Tieback Forces. 126.00 262.10 154.40 4 Force Method 2 Considers Both Tangential and Normal Tieback Forces. 154.40 262.20 156.40 3 Force Method 3 Considers Only Normal Tieback Forces. 156.40 262.30 185.00 2 Force Method 4 Limits Normal and Tangential Tieback-Force Distribution 185.00 262.40 211.00 1 to 1.5 Times the Tieback Inclination, or to 30 Degrees Below (Left of) 211.00 270.20 211.00 1 the Tieback-Failure Surface Intersection, Whichever is Greater. 211.00 327.00 211.00 1 PIER/PILE LOAD(S) 211.00 353.00 211.00 2 1 Pier/Pile Load(s) Specified 211.00 355.00 211.00 3 Pier/Pile X-Pos Y-Pos Load Spacing Inclination Length 211.00 397.00 211.00 4 No. (ft) (ft) (lbs) (ft) (deg) (ft) 211.00 397.10 222.00 4 1 262.40 185.00 250000.0 12.0 90.00 75.0 222.00 397.20 226.00 1 NOTE - An Equivalent Line Load Is Calculated For Each Row Of Piers/Piles 226.00 560.00 226.00 1 Assuming A Uniform Distribution Of Load Horizontally Between 222.00 425.00 224.00 4 Individual Piers/Piles. 224.00 427.00 224.00 5 Janbus Empirical Coef is being used for the case of c & phi both > 0 224.00 560.00 224.00 6 A Critical Failure Surface Searching Method, Using A Random 185.00 270.00 185.00 2 Technique For Generating Sliding Block Surfaces, Has Been 185.00 270.10 202.00 2 Specified. 200.00 280.00 206.00 2 5000 Trial Surfaces Have Been Generated. 206.00 327.00 211.00 2 3 Boxes Specified For Generation Of Central Block Base 0.00 63.00 15.00 64.00 4 Length Of Line Segments For Active And Passive Portions Of 64.00 30.00 69.00 4 Sliding Block Is 80.0 69.00 62.00 92.00 4 Box X-Left Y-Left X-Right Y-Right Height 92.00 74.00 94.00 4 No. (ft) (ft) (ft) (ft) (ft) 156.40 314.00 180.00 3 1 262.10 125.00 266.10 125.00 5.00 180.00 353.00 211.00 3 2 310.00 150.00 314.00 150.00 5.00 154.40 314.00 178.00 4 3 383.00 199.00 387.00 199.00 5.00 178.00 355.00 211.00 4 The Factor Of Safety For The Trial Failure Surface Defined 0.00 38.00 40.00 59.00 5 By The Coordinates Listed Below Is Misleading. 59.00 100.00 76.60 5 Failure Surface Defined By 5 Coordinate Points 126.00 312.00 151.00 5 Point X-Surf Y-Surf 151.00 385.00 199.00 5 No. (ft) (ft) 199.00 425.00 224.00 5 1 262.01 128.57 0.00 36.00 40.00 57.00 6 2 265.59 126.49 57.00 254.00 120.00 6 3 312.13 149.29 120.00 312.00 149.00 6 4 383.44 197.63 149.00 385.00 197.00 6 5 383.48 211.00 Page 3 Z:aa'_4c.OUT Page 4 Safety For The Preceding Specified Surface = -2.247 Point X-Surf Y-Surf Of Safety For The Trial Failure Surface Defined No. (ft) (ft) Listed Below Is Misleading. 1 262.01 128.57 5 Coordinate Points 2 265.59 126.49 Y-Surf 3 312.13 149.29 (ft) 4 383.44 197.63 128.57 5 383.48 211.00 126.49 Factor Of Safety For The Preceding Specified Surface = -2.247 149.29 The Factor Of Safety For The Trial Failure Surface Defined 197.63 By The Coordinates Listed Below Is Misleading. 211.00 Failure Surface Defined By 5 Coordinate Points Safety For The Preceding Specified Surface = -2.247 Point X-Surf Y-Surf Of Safety For The Trial Failure Surface Defined No. (ft) (ft) Listed Below Is Misleading. 1 262.01 128.57 5 Coordinate Points 2 265.59 126.49 Y-Surf 3 312.13 149.29 (ft) 4 383.44 197.63 128.57 5 383.48 211.00 126.49 Factor Of Safety For The Preceding Specified Surface = -2.247 149.29 The Factor Of Safety For The Trial Failure Surface Defined 197.63 By The Coordinates Listed Below Is Misleading. 211.00 Failure Surface Defined By 5 Coordinate Points Safety For The Preceding Specified Surface = -2.247 Point X-Surf Y-Surf Of Safety For The Trial Failure Surface Defined No. (ft) (ft) Listed Below Is Misleading. 1 262.01 128.57 5 Coordinate Points 2 265.59 126.49 Y-Surf 3 312.13 149.29 (ft) 4 383.44 197.63 128.57 5 383.48 211.00 126.49 Factor Of Safety For The Preceding Specified Surface = -2.247 149.29 Following Are Displayed The Ten Most Critical Of The Trial 197.63 Failure Surfaces Evaluated. They Are 211.00 Ordered - Most Critical First. Safety For The Preceding Specified Surface = -2.247 * * Safety Factors Are Calculated By The Simplified Janbu Method * * Of Safety For The Trial Failure Surface Defined Total Number of Trial Surfaces Attempted = 5000 Listed Below Is Misleading. Number of Trial Surfaces with Misleading FS = 10 5 Coordinate Points Number of Trial Surfaces With Valid FS = 4990 Y-Surf Percentage of Trial Surfaces With Non-Valid FS Solutions (ft) of the Total Attempted = 0.2 % 128.57 Statistical Data On All Valid FS Values: 126.49 FS Max = 373.920 FS Min = 1.567 FS Ave = 3.427 149.29 Standard Deviation = 16.618 Coefficient of Variation = 484.89 % 197.63 Failure Surface Specified By 5 Coordinate Points 211.00 Point X-Surf Y-Surf Safety For The Preceding Specified Surface = -2.247 No. (ft) (ft) Of Safety For The Trial Failure Surface Defined 1 259.434 124.717 Listed Below Is Misleading. 2 262.261 124.284 5 Coordinate Points 3 312.675 150.053 Y-Surf 4 386.860 200.115 (ft) 5 393.006 211.000 128.57 Factor of Safety 126.49 *** 1.567 *** 149.29 Individual data on the 20 slices 197.63 Water Water Tie Tie Earthquake 211.00 Force Force Force Force Force Surcharge Safety For The Preceding Specified Surface = -2.247 Slice Width Weight Top Bot Norm Tan Hor Ver Load Of Safety For The Trial Failure Surface Defined No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) Listed Below Is Misleading. 1 2.6 279.5 0.0 0.0 0. 0. 0.0 0.0 0.0 5 Coordinate Points 2 0.1 206.4 0.0 0.0 88. 3. 0.0 0.0 0.0 Y-Surf 3 0.1 404.3 0.0 0.0 89. 3. 0.0 0.0 0.0 (ft) 4 0.1 323.1 0.0 0.0 54. 2. 0.0 0.0 0.0 128.57 5 0.0 280.1 0.0 0.0 32. 0. 0.0 0.0 0.0 126.49 6 0.1 957.7 0.0 0.0 83. 0. 0.0 0.0 0.0 149.29 7 7.6 83685.8 0.0 0.0 7813. 0. 0.0 0.0 0.0 197.63 8 0.1 1075.6 0.0 0.0 125. 0. 0.0 0.0 0.0 211.00 9 0.1 1074.9 0.0 0.0 126. 0. 0.0 0.0 0.0 Safety For The Preceding Specified Surface = -2.247 10 9.8 102114.7 0.0 0.0 15493. 0. 0.0 0.0 0.0 Of Safety For The Trial Failure Surface Defined 11 32.0 288994.5 0.0 0.0 93772. 1721. 0.0 0.0 16000.0 Listed Below Is Misleading. 12 0.7 5359.7 0.0 0.0 2135. 671. 0.0 0.0 337.3 5 Coordinate Points 13 1.3 10424.5 0.0 0.0 4638. 949. 0.0 0.0 662.7 Page 5 Z:aa'_4c.OUT Page 6 0.0 0.0 43831. 15240. 0.0 0.0 6500.0 1 259.434 124.717 0.0 0.0 64760. 47563. 0.0 0.0 13000.0 2 262.261 124.284 0.0 0.0 3683. 3726. 0.0 0.0 1000.0 3 312.675 150.053 0.0 0.0 38619. 51343. 0.0 0.0 15000.0 4 386.860 200.115 0.0 0.0 1705. 2808. 0.0 0.0 930.1 5 393.006 211.000 58.0 0.0 0.0 102. 65. 0.0 0.0 20.6 Factor of Safety 0.0 0.0 13957. 9768. 0.0 0.0 3052.3 *** 1.567 *** Surface Specified By 5 Coordinate Points Failure Surface Specified By 5 Coordinate Points X-Surf Y-Surf Point X-Surf Y-Surf (ft) (ft) No. (ft) (ft) 259.434 124.717 1 259.434 124.717 262.261 124.284 2 262.261 124.284 312.675 150.053 3 312.675 150.053 386.860 200.115 4 386.860 200.115 393.006 211.000 5 393.006 211.000 Factor of Safety Factor of Safety 1.567 *** *** 1.567 *** Surface Specified By 5 Coordinate Points Failure Surface Specified By 5 Coordinate Points X-Surf Y-Surf Point X-Surf Y-Surf (ft) (ft) No. (ft) (ft) 259.434 124.717 1 259.434 124.717 262.261 124.284 2 262.261 124.284 312.675 150.053 3 312.675 150.053 386.860 200.115 4 386.860 200.115 393.006 211.000 5 393.006 211.000 Factor of Safety Factor of Safety 1.567 *** *** 1.567 *** Surface Specified By 5 Coordinate Points **** END OF GSTABL7 OUTPUT **** X-Surf Y-Surf (ft) (ft) 259.434 124.717 262.261 124.284 312.675 150.053 386.860 200.115 393.006 211.000 Surface Specified By 5 Coordinate Points X-Surf Y-Surf (ft) (ft) 259.434 124.717 262.261 124.284 312.675 150.053 386.860 200.115 393.006 211.000 Surface Specified By 5 Coordinate Points X-Surf Y-Surf (ft) (ft) 259.434 124.717 262.261 124.284 312.675 150.053 386.860 200.115 393.006 211.000 Surface Specified By 5 Coordinate Points X-Surf Y-Surf (ft) (ft) 259.434 124.717 262.261 124.284 312.675 150.053 386.860 200.115 393.006 211.000 Surface Specified By 5 Coordinate Points X-Surf Y-Surf (ft) (ft) Page 1 Z:aa'_4cp.OUT Page 2 *** GSTABL7 *** 41 385.00 197.00 427.00 224.00 6 ** GSTABL7 by Dr. Garry H. Gregory, Ph.D.,P.E.,D.GE ** Default Y-Origin = 0.00(ft) Version 1.0, January 1996; Current Ver. 2.005.2, Jan. 2011 ** Default X-Plus Value = 0.00(ft) (All Rights Reserved-Unauthorized Use Prohibited) Default Y-Plus Value = 0.00(ft) ************************************************************** ISOTROPIC SOIL PARAMETERS SLOPE STABILITY ANALYSIS SYSTEM 6 Type(s) of Soil Bishop, Simplified Janbu, or GLE Method of Slices. Soil Total Saturated Cohesion Friction Pore Pressure Piez. Spencer & Morgenstern-Price Type Analysis) Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface Pier/Pile, Reinforcement, Soil Nail, Tieback, No. (pcf) (pcf) (psf) (deg) Param. (psf) No. Undrained Shear Strength, Curved Phi Envelope, 1 130.0 130.0 200.0 29.0 0.00 0.0 0 Soil, Fiber-Reinforced Soil, Boundary Loads, Water 2 130.0 130.0 270.0 19.0 0.00 0.0 0 Pseudo-Static & Newmark Earthquake, and Applied Forces. 3 130.0 130.0 270.0 19.0 0.00 0.0 0 ************************************************************** 4 130.0 130.0 500.0 30.0 0.00 0.0 0 10/23/2012 5 130.0 130.0 270.0 19.0 0.00 0.0 0 11:17AM 6 130.0 130.0 1500.0 39.0 0.00 0.0 0 Username BOUNDARY LOAD(S) Z:\2010\10132-01 South Shores Church - Dana Point\Engineerin 2 Load(s) Specified Design\aa'_4cp. Load X-Left X-Right Intensity Deflection Z:\2010\10132-01 South Shores Church - Dana Point\Engineerin No. (ft) (ft) (psf) (deg) Design\aa'_4cp.OUT 1 280.00 397.00 500.0 0.0 English 2 480.00 560.00 500.0 0.0 Z:\2010\10132-01 South Shores Church - Dana Point\Engineerin NOTE - Intensity Is Specified As A Uniformly Distributed Design\aa'_4cp.PLT Force Acting On A Horizontally Projected Surface. A-A' / Existing Grade / Search Along Specified Peak Ground Acceleration Coefficient (A) = 0.300(g) Clay / Caissons and Tiebacks / Pseudo Specified Horizontal Earthquake Coefficient (kh) = 0.150(g) Specified Vertical Earthquake Coefficient (kv) = 0.000(g) Specified Seismic Pore-Pressure Factor = 0.000 TIEBACK LOAD(S) Y-Left X-Right Y-Right Soil Type 4 Tieback Load(s) Specified (ft) (ft) (ft) Below Bnd Tieback X-Pos Y-Pos Load Spacing Inclination Length Force 0.00 92.00 74.00 94.00 1 No. (ft) (ft) (lbs) (ft) (deg) (ft) Method 94.00 100.00 76.60 4 1 270.01 186.00 375000.0 5.0 25.00 75.0 2 76.60 254.00 122.00 5 2 270.04 191.00 375000.0 5.0 25.00 80.0 2 122.00 262.00 126.00 5 3 270.06 196.00 375000.0 5.0 25.00 85.0 2 126.00 262.10 154.40 4 4 270.09 201.00 375000.0 5.0 25.00 90.0 2 154.40 262.20 156.40 3 NOTE - An Equivalent Line Load Is Calculated For Each Row Of Tiebacks 156.40 262.30 185.00 2 Assuming A Uniform Distribution Of Load Horizontally Between Individual 185.00 262.40 211.00 1 Tiebacks. Force Method 1 Considers Only Tangential Tieback Forces. 211.00 270.20 211.00 1 Force Method 2 Considers Both Tangential and Normal Tieback Forces. 211.00 327.00 211.00 1 Force Method 3 Considers Only Normal Tieback Forces. 211.00 353.00 211.00 2 Force Method 4 Limits Normal and Tangential Tieback-Force Distribution 211.00 355.00 211.00 3 to 1.5 Times the Tieback Inclination, or to 30 Degrees Below (Left of) 211.00 397.00 211.00 4 the Tieback-Failure Surface Intersection, Whichever is Greater. 211.00 397.10 222.00 4 PIER/PILE LOAD(S) 222.00 397.20 226.00 1 1 Pier/Pile Load(s) Specified 226.00 560.00 226.00 1 Pier/Pile X-Pos Y-Pos Load Spacing Inclination Length 222.00 425.00 224.00 4 No. (ft) (ft) (lbs) (ft) (deg) (ft) 224.00 427.00 224.00 5 1 262.40 185.00 250000.0 12.0 90.00 75.0 224.00 560.00 224.00 6 NOTE - An Equivalent Line Load Is Calculated For Each Row Of Piers/Piles 185.00 270.00 185.00 2 Assuming A Uniform Distribution Of Load Horizontally Between 185.00 270.10 202.00 2 Individual Piers/Piles. 200.00 280.00 206.00 2 Janbus Empirical Coef is being used for the case of c & phi both > 0 206.00 327.00 211.00 2 A Critical Failure Surface Searching Method, Using A Random 0.00 63.00 15.00 64.00 4 Technique For Generating Sliding Block Surfaces, Has Been 64.00 30.00 69.00 4 Specified. 69.00 62.00 92.00 4 5000 Trial Surfaces Have Been Generated. 92.00 74.00 94.00 4 3 Boxes Specified For Generation Of Central Block Base 156.40 314.00 180.00 3 Length Of Line Segments For Active And Passive Portions Of 180.00 353.00 211.00 3 Sliding Block Is 80.0 154.40 314.00 178.00 4 Box X-Left Y-Left X-Right Y-Right Height 178.00 355.00 211.00 4 No. (ft) (ft) (ft) (ft) (ft) 0.00 38.00 40.00 59.00 5 1 262.10 125.00 266.10 125.00 5.00 59.00 100.00 76.60 5 2 310.00 150.00 314.00 150.00 5.00 126.00 312.00 151.00 5 3 383.00 199.00 387.00 199.00 5.00 151.00 385.00 199.00 5 The Factor Of Safety For The Trial Failure Surface Defined 199.00 425.00 224.00 5 By The Coordinates Listed Below Is Misleading. 0.00 36.00 40.00 57.00 6 Failure Surface Defined By 5 Coordinate Points 57.00 254.00 120.00 6 Point X-Surf Y-Surf 120.00 312.00 149.00 6 No. (ft) (ft) 149.00 385.00 197.00 6 1 262.01 128.57 Page 3 Z:aa'_4cp.OUT Page 4 126.49 Factor Of Safety For The Preceding Specified Surface = -3.735 149.29 The Factor Of Safety For The Trial Failure Surface Defined 197.63 By The Coordinates Listed Below Is Misleading. 211.00 Failure Surface Defined By 5 Coordinate Points Safety For The Preceding Specified Surface = -3.735 Point X-Surf Y-Surf Of Safety For The Trial Failure Surface Defined No. (ft) (ft) Listed Below Is Misleading. 1 262.01 128.57 5 Coordinate Points 2 265.59 126.49 Y-Surf 3 312.13 149.29 (ft) 4 383.44 197.63 128.57 5 383.48 211.00 126.49 Factor Of Safety For The Preceding Specified Surface = -3.735 149.29 The Factor Of Safety For The Trial Failure Surface Defined 197.63 By The Coordinates Listed Below Is Misleading. 211.00 Failure Surface Defined By 5 Coordinate Points Safety For The Preceding Specified Surface = -3.735 Point X-Surf Y-Surf Of Safety For The Trial Failure Surface Defined No. (ft) (ft) Listed Below Is Misleading. 1 262.01 128.57 5 Coordinate Points 2 265.59 126.49 Y-Surf 3 312.13 149.29 (ft) 4 383.44 197.63 128.57 5 383.48 211.00 126.49 Factor Of Safety For The Preceding Specified Surface = -3.735 149.29 The Factor Of Safety For The Trial Failure Surface Defined 197.63 By The Coordinates Listed Below Is Misleading. 211.00 Failure Surface Defined By 5 Coordinate Points Safety For The Preceding Specified Surface = -3.735 Point X-Surf Y-Surf Of Safety For The Trial Failure Surface Defined No. (ft) (ft) Listed Below Is Misleading. 1 262.01 128.57 5 Coordinate Points 2 265.59 126.49 Y-Surf 3 312.13 149.29 (ft) 4 383.44 197.63 128.57 5 383.48 211.00 126.49 Factor Of Safety For The Preceding Specified Surface = -3.735 149.29 Following Are Displayed The Ten Most Critical Of The Trial 197.63 Failure Surfaces Evaluated. They Are 211.00 Ordered - Most Critical First. Safety For The Preceding Specified Surface = -3.735 * * Safety Factors Are Calculated By The Simplified Janbu Method * * Of Safety For The Trial Failure Surface Defined Total Number of Trial Surfaces Attempted = 5000 Listed Below Is Misleading. Number of Trial Surfaces with Misleading FS = 10 5 Coordinate Points Number of Trial Surfaces With Valid FS = 4990 Y-Surf Percentage of Trial Surfaces With Non-Valid FS Solutions (ft) of the Total Attempted = 0.2 % 128.57 Statistical Data On All Valid FS Values: 126.49 FS Max = 7.868 FS Min = 1.102 FS Ave = 1.863 149.29 Standard Deviation = 0.519 Coefficient of Variation = 27.85 % 197.63 Failure Surface Specified By 5 Coordinate Points 211.00 Point X-Surf Y-Surf Safety For The Preceding Specified Surface = -3.735 No. (ft) (ft) Of Safety For The Trial Failure Surface Defined 1 259.434 124.717 Listed Below Is Misleading. 2 262.261 124.284 5 Coordinate Points 3 312.675 150.053 Y-Surf 4 386.860 200.115 (ft) 5 393.006 211.000 128.57 Factor of Safety 126.49 *** 1.102 *** 149.29 Individual data on the 20 slices 197.63 Water Water Tie Tie Earthquake 211.00 Force Force Force Force Force Surcharge Safety For The Preceding Specified Surface = -3.735 Slice Width Weight Top Bot Norm Tan Hor Ver Load Of Safety For The Trial Failure Surface Defined No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) Listed Below Is Misleading. 1 2.6 279.5 0.0 0.0 0. 0. 41.9 0.0 0.0 5 Coordinate Points 2 0.1 206.4 0.0 0.0 88. 3. 31.0 0.0 0.0 Y-Surf 3 0.1 404.3 0.0 0.0 89. 3. 60.6 0.0 0.0 (ft) 4 0.1 323.1 0.0 0.0 54. 2. 48.5 0.0 0.0 128.57 5 0.0 280.1 0.0 0.0 32. 0. 42.0 0.0 0.0 126.49 6 0.1 957.7 0.0 0.0 83. 0. 143.7 0.0 0.0 149.29 7 7.6 83685.8 0.0 0.0 7813. 0. 12552.9 0.0 0.0 197.63 8 0.1 1075.6 0.0 0.0 125. 0. 161.3 0.0 0.0 211.00 9 0.1 1074.9 0.0 0.0 126. 0. 161.2 0.0 0.0 Page 5 Z:aa'_4cp.OUT Page 6 0.0 0.0 15493. 0. 15317.2 0.0 0.0 *** 1.102 *** 0.0 0.0 93772. 1721. 43349.2 0.0 16000.0 Failure Surface Specified By 5 Coordinate Points 0.0 0.0 2135. 671. 804.0 0.0 337.3 Point X-Surf Y-Surf 0.0 0.0 4638. 949. 1563.7 0.0 662.7 No. (ft) (ft) 0.0 0.0 43831. 15240. 14111.3 0.0 6500.0 1 259.434 124.717 0.0 0.0 64760. 47563. 21550.9 0.0 13000.0 2 262.261 124.284 0.0 0.0 3683. 3726. 1289.3 0.0 1000.0 3 312.675 150.053 0.0 0.0 38619. 51343. 13023.4 0.0 15000.0 4 386.860 200.115 0.0 0.0 1705. 2808. 417.6 0.0 930.1 5 393.006 211.000 58.0 0.0 0.0 102. 65. 8.7 0.0 20.6 Factor of Safety 0.0 0.0 13957. 9768. 643.5 0.0 3052.3 *** 1.102 *** Surface Specified By 5 Coordinate Points Failure Surface Specified By 5 Coordinate Points X-Surf Y-Surf Point X-Surf Y-Surf (ft) (ft) No. (ft) (ft) 259.434 124.717 1 259.434 124.717 262.261 124.284 2 262.261 124.284 312.675 150.053 3 312.675 150.053 386.860 200.115 4 386.860 200.115 393.006 211.000 5 393.006 211.000 Factor of Safety Factor of Safety 1.102 *** *** 1.102 *** Surface Specified By 5 Coordinate Points Failure Surface Specified By 5 Coordinate Points X-Surf Y-Surf Point X-Surf Y-Surf (ft) (ft) No. (ft) (ft) 259.434 124.717 1 259.434 124.717 262.261 124.284 2 262.261 124.284 312.675 150.053 3 312.675 150.053 386.860 200.115 4 386.860 200.115 393.006 211.000 5 393.006 211.000 Factor of Safety Factor of Safety 1.102 *** *** 1.102 *** Surface Specified By 5 Coordinate Points **** END OF GSTABL7 OUTPUT **** X-Surf Y-Surf (ft) (ft) 259.434 124.717 262.261 124.284 312.675 150.053 386.860 200.115 393.006 211.000 Surface Specified By 5 Coordinate Points X-Surf Y-Surf (ft) (ft) 259.434 124.717 262.261 124.284 312.675 150.053 386.860 200.115 393.006 211.000 Surface Specified By 5 Coordinate Points X-Surf Y-Surf (ft) (ft) 259.434 124.717 262.261 124.284 312.675 150.053 386.860 200.115 393.006 211.000 Surface Specified By 5 Coordinate Points X-Surf Y-Surf (ft) (ft) 259.434 124.717 262.261 124.284 312.675 150.053 386.860 200.115 393.006 211.000 Grade / Search Along Clay south shores church - dana point\engineering\2012_10\proposed design\aa'_cl.pl2 Run By: Username 10/23/2012 11:01AM Total Saturated Cohesion Friction Pore Pressure Piez. Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface (pcf) (psf) (deg) Param. (psf) No. 130.0 200.0 29.0 0.00 0.0 0 130.0 270.0 19.0 0.00 0.0 0 3 130.0 130.0 270.0 19.0 0.00 0.0 0 130.0 130.0 500.0 30.0 0.00 0.0 0 130.0 130.0 270.0 19.0 0.00 0.0 0 130.0 1500.0 39.0 0.00 0.0 0 Are Calculated By The Simplified Janbu Method for the case of c & phi both > 0

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Force Method 2 Considers Both Tangential and Normal Tieback Forces. Force Method 3 Considers .. GSTABL7 v.2 FSmin=1.15. Safety Factors Are

Appendix D Slope Stability Analyses PDF

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Force Method 2 Considers Both Tangential and Normal Tieback Forces. Force Method 3 Considers .. GSTABL7 v.2 FSmin=1.15. Safety Factors Are

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