Basis_of_Design_Report_Attachment_6.pdf

ATTACHMENT F

Shoring Suite Output Files

Reviewed by L. Tracy

ATTACHMENT F-1

Shoring Suite Output Files – STA. 103+00

STA. 103+00

Long-Term; Design Dredge; Drained

<ShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com

Depth(ft)

0 1 ksf

Licensed to 4324324234 3424343 Date: 6/3/2016

File: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bulkhead Design\90%

Wall Height=22.0 Pile Diameter=1.0 Pile Spacing=1.0 Wall Type: 1. Sheet Pile

PILE LENGTH: Min. Embedment=55.03 Min. Pile Length=77.03 (in graphics and analysis)

MOMENT IN PILE: Max. Moment=250.68 per Pile Spacing=1.0 at Depth=33.94

BRACE FORCE: Strut, Tieback, Plate Anchor, and Deadman

No. & Type Depth Angle Space Total F. Horiz. F. Vert. F. N/A N/A

1. Strut 7.0 0.0 1.0 18.2 18.2 0.0 0.0 0.0

UNITS: Width,Diameter,Spacing,Length,Depth,and Height - ft; Force - kip; Bond Strength and Pressure - ksf

DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE):

Z1 P1 Z2 P2 Slope

* Above Base

2.136 0.000 3.000 0.644 0.745532

3.000 0.113 6.000 0.226 0.037651

6.000 0.226 7.000 0.264 0.037651

7.000 0.264 9.000 0.301 0.018501

9.000 0.301 12.00 0.356 0.018499

12.00 0.356 15.00 0.412 0.018499

15.00 0.412 18.00 0.467 0.018499

18.00 0.467 21.00 0.523 0.018499

21.00 0.523 22.00 0.541 0.018499

* Below Base

22.00 0.541 24.00 0.578 0.018499

24.00 0.578 28.00 0.652 0.018499

28.00 0.929 30.00 0.986 0.028518

30.00 0.986 33.00 1.079 0.030958

33.00 1.077 36.00 1.163 0.028840

36.00 1.168 39.00 1.254 0.028791

39.00 1.254 42.00 1.340 0.028791

42.00 1.340 45.00 1.433 0.031056

45.00 1.431 48.00 1.518 0.028881

48.00 1.518 51.00 1.604 0.028881

51.00 1.604 54.00 1.691 0.028881

54.00 1.689 57.00 1.783 0.031126

57.00 1.781 60.00 1.868 0.028940

60.00 1.868 63.00 1.955 0.028940

63.00 1.955 66.00 2.042 0.028940

66.00 2.042 69.00 2.128 0.028940

69.00 2.128 72.00 2.215 0.028940

72.00 2.215 75.00 2.302 0.028940

75.00 2.298 78.00 2.401 0.034140

* Water Pres.

7.000 0.000 10.00 0.187 0.062400

10.00 0.187 220.0 0.187 0.000000

PASSIVE PRESSURES: Pressures below will be divided by a Factor of Safety =1.5

Z1 P1 Z2 P2 Slope

* Below Base

22.00 0.000 25.00 0.201 0.067013

25.00 0.201 28.00 0.402 0.067013

28.00 0.262 31.00 0.624 0.120733

31.00 0.619 34.00 0.927 0.102601

34.00 0.927 37.00 1.228 0.100513

37.00 1.227 40.00 1.424 0.065478

40.00 1.425 43.00 1.643 0.072464

43.00 1.644 46.00 1.865 0.073717

46.00 1.860 49.00 2.115 0.085022

49.00 2.113 52.00 2.394 0.093535

52.00 2.399 55.00 2.705 0.102182

55.00 2.706 58.00 3.019 0.104489

58.00 3.019 61.00 3.343 0.108154

61.00 3.343 64.00 3.684 0.113619

64.00 3.683 67.00 4.045 0.120575

67.00 4.026 70.00 4.383 0.118900

70.00 4.402 73.00 4.749 0.115572

73.00 4.740 76.00 5.154 0.137737

76.00 5.096 79.00 5.546 0.149956

ACTIVE SPACING:

No. Z depth Spacing

1 0.00 1.00

2 22.00 1.00

PASSIVE SPACING:

1 0.00 1.00

UNITS: Width,Spacing,Diameter,Length,and Depth - ft; Force - kip; Moment - kip-ft

Friction,Bearing,and Pressure - ksf; Pres. Slope - kip/ft3; Deflection - in

STA. 103+00

File: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bulkhead Design\90% Design\STA. 103+00 (Coke)\01_STA. 103+00_Long-Term_Design Dredge_Drained.sh8

Licensed to 4324324234 3424343

<ShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com

PRESSURE, SHEAR, AND MOMENT DIAGRAMS

Based on pile spacing: 1.0 foot or meter

18.2 kip

0 1 ksf

Net Pressure Diagram

Depth(ft)

Depth(ft) Max. Shear=17.17 kip

17.17 kip 0

Shear Diagram

Max. Moment=250.68 kip-ft

250.68 kip-ft 0

Moment Diagram report.out

SHORING WALL CALCULATION SUMMARY

The leading shoring design and calculation software

Software Copyright by CivilTech Software www.civiltech.com

ShoringSuite Software is developed by CivilTech Software, Bellevue, WA, USA.

The calculation method is based on the following references:

1. FHWA 98-011, FHWA-RD-97-130, FHWA SA 96-069, FHWA-IF-99-015

2. STEEL SHEET PILING DESIGN MANUAL by Pile Buck Inc., 1987

3. DESIGN MANUAL DM-7 (NAVFAC), Department of the Navy, May 1982

4. TRENCHING AND SHORING MANUAL Revision 12, California Department of

Transportation, January 2000

6. EARTH SUPPORT SYSTEM & RETAINING STRUCTURES, Pile Buck Inc. 2002

5. DESIGN OF SHEET PILE WALLS, EM 1110-2-2504, U.S. Army Corps of Engineers, 31 March 1994

7. EARTH RETENTION SYSTEMS HANDBOOK, Alan Macnab, McGraw-Hill. 2002

8. AASHTO HB-17, American Association of State and Highway Transportation

Officials, 2 September 2002

UNITS: Width/Spacing/Diameter/Length/Depth - ft, Force - kip, Moment - kip-ft, Friction/Bearing/Pressure - ksf, Pres. Slope - kip/ft3, Deflection - in Licensed to 4324324234 3424343 Date: 6/3/2016 File: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bulkhead Design\90% Design\STA. 103+00 (Coke)\01_STA. 103+00_Long-Term_Design Dredge_Drained.sh8

Title: STA. 103+00 Subtitle: Long-Term; Design Dredge; Drained

**********************************INPUT DATA**********************************

Wall Type: 1. Sheet Pile

Wall Height: 22.00 Pile Diameter: 1.00 Pile Spacing: 1.00 Factor of Safety (F.S.): 1.50

Lateral Support Type (Braces): 2. Strut, Raker Top Brace Increase (Multi-Bracing): Add 15%* Brace Position (One Brace Case): Normal Brace*

Embedment Option: 1. Yes Friction at Pile Tip: No

Pile Properties:

Steel Strength, Fy: 50 ksi = 345 MPa Allowable Fb/Fy: 0.66 Elastic Module, E: 29000.00 Moment of Inertia, I: 881.00 User Input Pile: W14X82

* DRIVING PRESSURE (ACTIVE, WATER, & SURCHARGE) *

No. Z1 top Top Pres. Z2 bottom Bottom Pres. Slope

1 * Above Base 2 2.136 0.000 3.000 0.644 0.745532 3 3.000 0.113 6.000 0.226 0.037651 4 6.000 0.226 7.000 0.264 0.037651 5 7.000 0.264 9.000 0.301 0.018501 6 9.000 0.301 12.00 0.356 0.018499 7 12.00 0.356 15.00 0.412 0.018499 8 15.00 0.412 18.00 0.467 0.018499 9 18.00 0.467 21.00 0.523 0.018499

10 21.00 0.523 22.00 0.541 0.018499 11 * Below Base 12 22.00 0.541 24.00 0.578 0.018499 13 24.00 0.578 28.00 0.652 0.018499 14 28.00 0.929 30.00 0.986 0.028518 15 30.00 0.986 33.00 1.079 0.030958 16 33.00 1.077 36.00 1.163 0.028840 17 36.00 1.168 39.00 1.254 0.028791 18 39.00 1.254 42.00 1.340 0.028791 19 42.00 1.340 45.00 1.433 0.031056 20 45.00 1.431 48.00 1.518 0.028881 21 48.00 1.518 51.00 1.604 0.028881 22 51.00 1.604 54.00 1.691 0.028881 23 54.00 1.689 57.00 1.783 0.031126 24 57.00 1.781 60.00 1.868 0.028940 25 60.00 1.868 63.00 1.955 0.028940 26 63.00 1.955 66.00 2.042 0.028940 27 66.00 2.042 69.00 2.128 0.028940 28 69.00 2.128 72.00 2.215 0.028940 29 72.00 2.215 75.00 2.302 0.028940 30 75.00 2.298 78.00 2.401 0.034140 31 78.00 2.404 82.00 2.532 0.031963 32 82.00 1.540 84.00 1.582 0.021168 33 84.00 1.576 87.00 1.666 0.030141 34 87.00 1.718 90.00 1.793 0.025098 35 90.00 1.787 93.00 1.837 0.016681 36 93.00 1.829 96.00 1.915 0.028707 37 96.00 1.909 99.00 1.967 0.019337 38 99.00 1.967 102.0 2.026 0.019466 39 102.0 2.031 105.0 2.069 0.012606 40 105.0 2.126 108.0 2.073 -0.01740 41 108.0 2.094 111.0 2.211 0.039150 42 111.0 2.153 114.0 2.209 0.018932 43 114.0 2.209 117.0 2.266 0.018932 44 117.0 2.274 120.0 2.342 0.022736 45 120.0 2.339 123.0 2.396 0.019057 46 123.0 2.397 126.0 2.452 0.018441 47 126.0 2.452 129.0 2.504 0.017484 48 129.0 2.504 132.0 2.556 0.017484 49 132.0 2.556 135.0 2.609 0.017602 50 135.0 2.629 138.0 2.682 0.017666 51 138.0 2.682 141.0 2.735 0.017666 52 141.0 2.735 144.0 2.788 0.017666 53 144.0 2.788 147.0 2.841 0.017666 54 147.0 2.841 150.0 2.894 0.017666 55 150.0 2.894 153.0 2.947 0.017666 56 153.0 2.947 156.0 3.000 0.017666 57 156.0 2.996 159.0 3.066 0.023197 58 159.0 3.072 162.0 3.125 0.017687 59 162.0 3.125 165.0 3.178 0.017658 60 165.0 3.178 168.0 3.231 0.017658 61 168.0 3.231 171.0 3.284 0.017658 62 171.0 3.284 174.0 3.337 0.017647 63 174.0 3.336 177.0 3.386 0.016450 64 177.0 3.386 180.0 3.435 0.016450 65 180.0 3.435 183.0 3.484 0.016450 66 183.0 3.484 186.0 3.534 0.016450 67 186.0 3.534 189.0 3.584 0.016604 68 189.0 3.574 192.0 3.663 0.029612 69 192.0 3.654 195.0 3.705 0.016775 70 195.0 3.705 198.0 3.755 0.016775 71 198.0 3.755 201.0 3.805 0.016775 72 201.0 3.805 204.0 3.857 0.017212

73 204.0 3.857 207.0 3.912 0.018321 74 207.0 3.912 210.0 3.967 0.018321 75 210.0 3.967 213.0 4.022 0.018321 76 213.0 4.022 216.0 4.077 0.018321 77 216.0 4.077 219.0 4.132 0.018321 78 219.0 4.132 220.0 4.151 0.018321 79 * Water Pres.

80 7.000 0.000 10.00 0.187 0.062400 81 10.00 0.187 220.0 0.187 0.000000

* PASSIVE PRESSURE *

The pressures below will be divided by a Factor of Safety =1.5

No. Z1 top Top Pres. Z2 bottom Bottom Pres. Slope 1 * Below Base 2 22.00 0.000 25.00 0.201 0.067013 3 25.00 0.201 28.00 0.402 0.067013 4 28.00 0.262 31.00 0.624 0.120733 5 31.00 0.619 34.00 0.927 0.102601 6 34.00 0.927 37.00 1.228 0.100513 7 37.00 1.227 40.00 1.424 0.065478 8 40.00 1.425 43.00 1.643 0.072464 9 43.00 1.644 46.00 1.865 0.073717 10 46.00 1.860 49.00 2.115 0.085022 11 49.00 2.113 52.00 2.394 0.093535 12 52.00 2.399 55.00 2.705 0.102182 13 55.00 2.706 58.00 3.019 0.104489 14 58.00 3.019 61.00 3.343 0.108154 15 61.00 3.343 64.00 3.684 0.113619 16 64.00 3.683 67.00 4.045 0.120575 17 67.00 4.026 70.00 4.383 0.118900 18 70.00 4.402 73.00 4.749 0.115572 19 73.00 4.740 76.00 5.154 0.137737 20 76.00 5.096 79.00 5.546 0.149956 21 79.00 5.472 82.00 5.927 0.151399 22 82.00 9.609 85.00 10.37 0.254379 23 85.00 10.32 88.00 11.14 0.273966 24 88.00 11.08 91.00 11.85 0.258251 25 91.00 11.86 94.00 12.62 0.253640 26 94.00 12.62 97.00 13.30 0.226162 27 97.00 13.30 100.0 13.95 0.215655 28 100.0 13.95 103.0 14.57 0.207052 29 103.0 14.57 106.0 15.17 0.200048 30 106.0 15.17 109.0 15.75 0.194438 31 109.0 15.75 112.0 16.32 0.190010 32 112.0 16.31 115.0 17.07 0.254391 33 115.0 17.07 118.0 17.84 0.254666 34 118.0 17.84 121.0 18.58 0.246014 35 121.0 18.55 124.0 19.31 0.253394 36 124.0 19.31 127.0 20.07 0.252973 37 127.0 20.07 130.0 20.83 0.252601 38 130.0 20.83 133.0 21.58 0.252271 39 133.0 21.58 136.0 22.34 0.251979 40 136.0 22.34 139.0 23.09 0.251720 41 139.0 23.09 142.0 23.85 0.251490 42 142.0 23.85 145.0 24.60 0.251286 43 145.0 24.60 148.0 25.36 0.251105 44 148.0 25.36 151.0 26.11 0.250943 45 151.0 26.11 154.0 26.86 0.250799 46 154.0 26.86 157.0 27.61 0.250670 47 157.0 27.61 160.0 28.36 0.250555 48 160.0 28.36 163.0 29.12 0.250451

49 163.0 29.12 166.0 29.87 0.250358 50 166.0 29.87 169.0 30.62 0.250275 51 169.0 30.62 172.0 31.37 0.250199 52 172.0 31.37 175.0 32.12 0.250131 53 175.0 32.12 178.0 32.87 0.250070 54 178.0 32.87 181.0 33.62 0.250014 55 181.0 33.62 184.0 34.37 0.249964 56 184.0 34.37 187.0 35.12 0.249918 57 187.0 35.12 190.0 35.87 0.249876 58 190.0 35.87 193.0 36.62 0.249838 59 193.0 36.62 196.0 37.37 0.249803 60 196.0 37.37 199.0 38.12 0.249772

* ACTIVE SPACE *

No. Z depth Spacing

1 0.00 1.00 2 22.00 1.00

* PASSIVE SPACE *

No. Z depth Spacing

1 0.00 1.00

* BRACE: STRUT, TIEBACK, ANCHOR PLATE, OR DEADMAN *

No. Z brace Angle Spacing Input1* Input2*

Type

1 7.00 0.0 1.00 1.00 1.00 Strut *For Tieback: Input1 = Diameter; Input2 = Bond Strength *For Plate: Input1 = Diameter; Input2 = Allowable Pressure *For Deadman: Input1 = Horz. Width; Input2 = Allowable Pressure; Angle = 0

********************************CALCULATION**********************************

The calculated moment and shear are per pile spacing. Sheet piles are per one foot or meter; Soldier piles are per pile.

Top Pressures start at depth = 0.00

NUMBER OF BRACE LEVEL = 1

| D1=0.00 |<-- D2=7.00 R1=18.21 ==|== D3=22.00 | D4=77.03

D1 - TOP DEPTH

D2 - BRACE DEPTH R1 - REACTION

D3 - EXCAVATION BASE

D4 - PILE TIP

TOTAL REACTION: R1 = 18.21

TOTAL PRESSURES ACTING ON WALL = 18.21

Total Reactions = Total Pressures, OK!

BRACE NO.1 AT DEPTH = 7.00

R1 = Brace Load = 18.21

*********************************RESULTS*****************************************

* EMBEDMENT *

MINIMUM EMBEDMENT = 55.03, TOTAL MINIMUM PILE LENGTH = 77.03

* MOMENT IN PILE (per pile spacing)* Pile Spacing: sheet piles are one foot or one meter; soldier piles are one pile.

No. Depth M @ Brace Mmax in Span Depth of Mmax

1 7.00 2.44 250.68 33.94 Overall Maximum Moment = 250.68 at 33.94 Maximum Shear = 17.17 Moment and Shear are per pile spacing: 1.0 foot or meter

* BRACE: STRUT, TIEBACK, ANCHOR PLATE, OR DEADMAN *

The calculated brace force are per brace spacing.

No. DEPTH Tangle SPACING HORIZONTAL VERTICAL

TOTAL LOAD

1 7.00 0.0 1.00 18.21 0.00 18.21

No. DEPTH Free length Type and Data

1 7.00 0.00 Strut

* VERTICAL LOADING *

Vertical Loading from Braces = 0.00 Vertical Loading from External Load = 0.00 Total Vertical Loading = 0.00

Xp=0,Xa=0 Xp=220.0 Xa=220.0

Z=0, Wall Top

Z=22.0, Wall Base

Z=110.0

GWT

GWT

STA. 103+00

Long-Term; Design Dredge; Drained

<EarthPres> CIVILTECH SOFTWARE www.civiltech.com * Licensed to 4324324234 3424343

UNITS: DEPTH/DISTANCE: ft, UNIT WEIGHT: pcf, FORCE: kip/ft, PRESSURE: ksf, SLOPE: kcf

Date: 6/3/2016 File: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bulkhead Design\90% Design\STA. 103+00 (Coke)\01_STA. 103+00_Long-Term_Design Dredge_Drained.ep8

* INPUT DATA *

Wall Height=22.0 Total Soil Types= 5

Soil No. Weight Saturate Phi Cohesion Nspt Type Description

1 120.0 120.0 32 0.0 0 4 Embankment

2 105.0 105.0 28 0.0 0 4 Sediment

3 125.0 125.0 23 0.0 0 4 Upland Clay

4 125.0 125.0 23 0.0 0 4 River Clay

5 130.0 130.0 35 0.0 0 4 Glacial Till

Ground Surface at Active Side:

Line Z1 Xa1 Z2 Xa2 Soil No. Description

1 0.0 0.0 -2.0 53.0 1 Embankment

2 -2.0 53.0 -4.0 67.0 1 Embankment

3 -4.0 67.0 -4.0 800.0 1 Embankment

4 28.0 0.0 24.0 45.0 3 Upland Clay

5 24.0 45.0 18.0 60.0 3 Upland Clay

6 18.0 60.0 7.0 200.0 3 Upland Clay

7 7.0 200.0 7.0 800.0 3 Upland Clay

8 82.0 0.0 82.0 800.0 5 Glacial Till

Water Table at Active Side:

Point Z-water X-water

1 7.0 0.0

2 7.0 800.0

Ground Surface at Passive Side:

Line Z1 Xp1 Z2 Xp2 Soil No. Description

1 22.0 0.0 30.0 25.0 2 Sediment

2 30.0 25.0 43.0 62.0 2 Sediment

3 43.0 62.0 43.0 800.0 2 Sediment

4 28.0 0.0 30.5 25.0 4 River Clay

5 30.5 25.0 43.5 62.0 4 River Clay

6 43.5 62.0 43.5 800.0 4 River Clay

7 82.0 0.0 82.0 800.0 5 Glacial Till

Water Table at Passive Side:

Point Z-water X-water

1 10.0 0.0

2 10.0 800.0

Wall Friction Options: 1.* No wall friction

Wall Batter Angle = 0

Apparent Pressure Conversion: 1.* Default (Terzaghi and Peck)*

Water Density = 62.4

Water Pressure: 1.* No seepage at wall tip

* OUTPUT RESULTS *

Total Force above Base= 7.07 per one linear foot (or meter) width along wall height

Total Static Force above Base= 7.07

Driving Pressure above Base - Output to Shoring - Multiplier of Pressure = 1

Z1 Pa1 Z2 Pa2 Slope Coef.

2.14 0.00 3.00 0.64 0.7455 6.2128

3.00 0.11 6.00 0.23 0.0377 0.3138

6.00 0.23 7.00 0.26 0.0377 0.3138

7.00 0.26 9.00 0.30 0.0185 0.2955

9.00 0.30 12.00 0.36 0.0185 0.2955

12.00 0.36 15.00 0.41 0.0185 0.2955

15.00 0.41 18.00 0.47 0.0185 0.2955

18.00 0.47 21.00 0.52 0.0185 0.2955

21.00 0.52 22.00 0.54 0.0185 0.2955

Driving Pressure below Base - Output to Shoring - Multiplier of Pressure = 1

Z1 Pa1 Z2 Pa2 Slope Ka or Ko

22.00 0.54 24.00 0.58 0.0185 0.2955

24.00 0.58 28.00 0.65 0.0185 0.2955

28.00 0.93 30.00 0.99 0.0285 0.4556

30.00 0.99 33.00 1.08 0.0310 0.4945

33.00 1.08 36.00 1.16 0.0288 0.4607

36.00 1.17 39.00 1.25 0.0288 0.4599

39.00 1.25 42.00 1.34 0.0288 0.4599

42.00 1.34 45.00 1.43 0.0311 0.4961

45.00 1.43 48.00 1.52 0.0289 0.4614

48.00 1.52 51.00 1.60 0.0289 0.4614

51.00 1.60 54.00 1.69 0.0289 0.4614

54.00 1.69 57.00 1.78 0.0311 0.4972

57.00 1.78 60.00 1.87 0.0289 0.4623

60.00 1.87 63.00 1.95 0.0289 0.4623

63.00 1.95 66.00 2.04 0.0289 0.4623

66.00 2.04 69.00 2.13 0.0289 0.4623

69.00 2.13 72.00 2.22 0.0289 0.4623

72.00 2.22 75.00 2.30 0.0289 0.4623

75.00 2.30 78.00 2.40 0.0341 0.5454

78.00 2.40 82.00 2.53 0.0320 0.5106

82.00 1.54 84.00 1.58 0.0212 0.3131

84.00 1.58 87.00 1.67 0.0301 0.4459

87.00 1.72 90.00 1.79 0.0251 0.3713

90.00 1.79 93.00 1.84 0.0167 0.2468

93.00 1.83 96.00 1.91 0.0287 0.4247

96.00 1.91 99.00 1.97 0.0193 0.2861

99.00 1.97 102.00 2.03 0.0195 0.2880

102.00 2.03 105.00 2.07 0.0126 0.1865

105.00 2.13 108.00 2.07 -0.0174 -0.2575

108.00 2.03 110.00 2.25 0.1084 1.6031

Passive Pressure below Base - Output to Shoring - Multiplier of Pressure = 1

Z1 Pp1 Z2 Pp2 Slope Kp

22.00 0.00 25.00 0.20 0.067 1.5731

25.00 0.20 28.00 0.40 0.067 1.5731

28.00 0.26 31.00 0.62 0.121 1.9286

31.00 0.62 34.00 0.93 0.103 1.6390

34.00 0.93 37.00 1.23 0.101 1.6056

37.00 1.23 40.00 1.42 0.065 1.0460

40.00 1.43 43.00 1.64 0.072 1.1576

43.00 1.64 46.00 1.86 0.074 1.1776

46.00 1.86 49.00 2.11 0.085 1.3582

49.00 2.11 52.00 2.39 0.094 1.4942

52.00 2.40 55.00 2.71 0.102 1.6323

55.00 2.71 58.00 3.02 0.104 1.6691

58.00 3.02 61.00 3.34 0.108 1.7277

61.00 3.34 64.00 3.68 0.114 1.8150

64.00 3.68 67.00 4.05 0.121 1.9261

67.00 4.03 70.00 4.38 0.119 1.8994

70.00 4.40 73.00 4.75 0.116 1.8462

73.00 4.74 76.00 5.15 0.138 2.2003

76.00 5.10 79.00 5.55 0.150 2.3955

79.00 5.47 82.00 5.93 0.151 2.4185

82.00 9.61 85.00 10.37 0.254 3.7630

85.00 10.32 88.00 11.14 0.274 4.0527

88.00 11.08 91.00 11.86 0.258 3.8203

91.00 11.86 94.00 12.63 0.254 3.7521

94.00 12.63 97.00 13.31 0.226 3.3456

97.00 13.31 100.00 13.95 0.216 3.1902

100.00 13.95 103.00 14.57 0.207 3.0629

103.00 14.57 106.00 15.17 0.200 2.9593

106.00 15.17 109.00 15.76 0.194 2.8763

109.00 15.76 110.00 15.95 0.191 2.8306

Water Pressure - Output to Shoring - Multiplier of Pressure = 1

No Z1 Pw1 Z2 Pw2 kw1

0 7.00 0.00 10.00 0.19 0.06

1 10.00 0.19 110.00 0.19 0.00

UNITS: DEPTH/DISTANCE: ft, UNIT WEIGHT: pcf, FORCE: kip/ft, PRESSURE: ksf, SLOPE: kcf

Date: 6/3/2016 File Name: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bulkhead Design\90% De

EARTH PRESSURE ANALYSIS SUMMARY

<EarthPres> Software Copyright by CivilTech Software www.civiltech.com

Licensed to 4324324234 3424343 Date: 6/3/2016 File: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bulkhead Design\90% Design\STA. 103+00 (Coke)\01_STA. 103+00_Long-Term_Design Dredge_Drained.ep8

Title 1: STA. 103+00 Title 2: Long-Term; Design Dredge; Drained

Input data: *************************************************

Wall Height = 22.00 Depth of Ground at Active Side = 0.00 Depth of Ground at Passive Side = 22.00 Apparent Pressure Envelope: 1.* Actual Pressures (All walls, All soils) Pressure Type: 1.* Active, Ka Earthquake Loading Apply to: 1. No Earthq. Loads

Earthquake Horizontal Acceleration, Kh = 0 Earthquake Vertical Acceleration, Kv = 0

Calculation Methods: 2. Numerical Solution (Log Spiral Analysis) Wall Friction Options: 1.* No wall friction

Wall Batter Angle = 0 Apparent Pressure Conversion: 1.* Default (Terzaghi and Peck)* Water Density = 62.4 Water Pressure: 1.* No seepage at wall tip User's Settings

Ignore Passive from Depth = 0 Multiplier of Active Pressure = 1 Multiplier of Passive Pressure = 1 Multiplier of Water Pressure = 1 Multiplier of Earthq. Pressure = 1 Estimated Embedment: Deep: 5H

Program's Settings Max. Height, Hmax = 220.00 Analysis Segment, dz = 0.55 No. of Active Segment at H, nz0 = 9 No. of Active Segment at Hmax, nz = 76 No. of Passive Segment, nzp = 66 Active Depth at H, Zh = 22.00 Active Depth at Hmax, Z = 220.00 Passive Depth at Hmax, Zp = 220.00 Max. Pressure = 43.55

Total Soil Types= 5 Soil Weight W(S) Phi Cohesion Nspt Type Description 1 120.0 120.0 32 0.0 0 4 Embankment 2 105.0 105.0 28 0.0 0 4 Sediment 3 125.0 125.0 23 0.0 0 4 Upland Clay 4 125.0 125.0 23 0.0 0 4 River Clay 5 130.0 130.0 35 0.0 0 4 Glacial Till Soil Type: 1 Equivalent Clay; 2 Clay; 3 Silt; 4 Sand; 5 Gravel

Ground Surface at Active Side:

Line Z1 Xa1 Z2 Xa2 Soil No.

1 0.0 0.0 -2.0 53.0 1 2 -2.0 53.0 -4.0 67.0 1

3 -4.0 67.0 -4.0 800.0 1 4 28.0 0.0 24.0 45.0 3 5 24.0 45.0 18.0 60.0 3 6 18.0 60.0 7.0 200.0 3 7 7.0 200.0 7.0 800.0 3 8 82.0 0.0 82.0 800.0 5

Water Table at Active Side:

Point Z-water X-water 1 7.0 0.0 2 7.0 800.0

Ground Surface at Passive Side:

Line Z1 Xp1 Z2 Xp2 Soil No.

1 22.0 0.0 30.0 25.0 2 2 30.0 25.0 43.0 62.0 2 3 43.0 62.0 43.0 800.0 2 4 28.0 0.0 30.5 25.0 4 5 30.5 25.0 43.5 62.0 4 6 43.5 62.0 43.5 800.0 4 7 82.0 0.0 82.0 800.0 5

Water Table at Passive Side:

Point Z-water X-water 1 10.0 0.0 2 10.0 800.0

Output data: *************************************************

Total Force above Base= 7.07 per one linear foot (or meter) width along wall height Static Force above Base= 7.07

Apparent Pressure above Base - Output to Shoring Active/At-Rest Force above Base, Ea = 7.07

No Z1 P1 Z2 P2 Slope Coef.

0 2.1 0.00 3.0 0.64 0.7455 6.2128 1 3.0 0.11 6.0 0.23 0.0377 0.3138 2 6.0 0.23 7.0 0.26 0.0377 0.3138 3 7.0 0.26 9.0 0.30 0.0185 0.2955 4 9.0 0.30 12.0 0.36 0.0185 0.2955 5 12.0 0.36 15.0 0.41 0.0185 0.2955 6 15.0 0.41 18.0 0.47 0.0185 0.2955 7 18.0 0.47 21.0 0.52 0.0185 0.2955 8 21.0 0.52 22.0 0.54 0.0185 0.2955

Driving Pressure below Base - Output to Shoring No Z1 P1 Z2 P2 Slope Ka or Ko

0 22.0 0.54 24.0 0.58 0.0185 0.2955 1 24.0 0.58 28.0 0.65 0.0185 0.2955 2 28.0 0.93 30.0 0.99 0.0285 0.4556 3 30.0 0.99 33.0 1.08 0.0310 0.4945 4 33.0 1.08 36.0 1.16 0.0288 0.4607 5 36.0 1.17 39.0 1.25 0.0288 0.4599 6 39.0 1.25 42.0 1.34 0.0288 0.4599 7 42.0 1.34 45.0 1.43 0.0311 0.4961 8 45.0 1.43 48.0 1.52 0.0289 0.4614 9 48.0 1.52 51.0 1.60 0.0289 0.4614 10 51.0 1.60 54.0 1.69 0.0289 0.4614 11 54.0 1.69 57.0 1.78 0.0311 0.4972 12 57.0 1.78 60.0 1.87 0.0289 0.4623 13 60.0 1.87 63.0 1.95 0.0289 0.4623

14 63.0 1.95 66.0 2.04 0.0289 0.4623 15 66.0 2.04 69.0 2.13 0.0289 0.4623 16 69.0 2.13 72.0 2.22 0.0289 0.4623 17 72.0 2.22 75.0 2.30 0.0289 0.4623 18 75.0 2.30 78.0 2.40 0.0341 0.5454 19 78.0 2.40 82.0 2.53 0.0320 0.5106 20 82.0 1.54 84.0 1.58 0.0212 0.3131 21 84.0 1.58 87.0 1.67 0.0301 0.4459 22 87.0 1.72 90.0 1.79 0.0251 0.3713 23 90.0 1.79 93.0 1.84 0.0167 0.2468 24 93.0 1.83 96.0 1.91 0.0287 0.4247 25 96.0 1.91 99.0 1.97 0.0193 0.2861 26 99.0 1.97 102.0 2.03 0.0195 0.2880 27 102.0 2.03 105.0 2.07 0.0126 0.1865 28 105.0 2.13 108.0 2.07 -0.0174 -0.2575 29 108.0 2.09 111.0 2.21 0.0391 0.5791 30 111.0 2.15 114.0 2.21 0.0189 0.2801 31 114.0 2.21 117.0 2.27 0.0189 0.2801 32 117.0 2.27 120.0 2.34 0.0227 0.3363 33 120.0 2.34 123.0 2.40 0.0191 0.2819 34 123.0 2.40 126.0 2.45 0.0184 0.2728 35 126.0 2.45 129.0 2.50 0.0175 0.2586 36 129.0 2.50 132.0 2.56 0.0175 0.2586 37 132.0 2.56 135.0 2.61 0.0176 0.2604 38 135.0 2.63 138.0 2.68 0.0177 0.2613 39 138.0 2.68 141.0 2.74 0.0177 0.2613 40 141.0 2.74 144.0 2.79 0.0177 0.2613 41 144.0 2.79 147.0 2.84 0.0177 0.2613 42 147.0 2.84 150.0 2.89 0.0177 0.2613 43 150.0 2.89 153.0 2.95 0.0177 0.2613 44 153.0 2.95 156.0 3.00 0.0177 0.2613 45 156.0 3.00 159.0 3.07 0.0232 0.3432 46 159.0 3.07 162.0 3.12 0.0177 0.2616 47 162.0 3.12 165.0 3.18 0.0177 0.2612 48 165.0 3.18 168.0 3.23 0.0177 0.2612 49 168.0 3.23 171.0 3.28 0.0177 0.2612 50 171.0 3.28 174.0 3.34 0.0176 0.2610 51 174.0 3.34 177.0 3.39 0.0165 0.2433 52 177.0 3.39 180.0 3.44 0.0165 0.2433 53 180.0 3.44 183.0 3.48 0.0165 0.2433 54 183.0 3.48 186.0 3.53 0.0165 0.2433 55 186.0 3.53 189.0 3.58 0.0166 0.2456 56 189.0 3.57 192.0 3.66 0.0296 0.4380 57 192.0 3.65 195.0 3.70 0.0168 0.2481 58 195.0 3.70 198.0 3.76 0.0168 0.2481 59 198.0 3.76 201.0 3.81 0.0168 0.2481 60 201.0 3.81 204.0 3.86 0.0172 0.2546 61 204.0 3.86 207.0 3.91 0.0183 0.2710 62 207.0 3.91 210.0 3.97 0.0183 0.2710 63 210.0 3.97 213.0 4.02 0.0183 0.2710 64 213.0 4.02 216.0 4.08 0.0183 0.2710 65 216.0 4.08 219.0 4.13 0.0183 0.2710 66 219.0 4.13 220.0 4.15 0.0183 0.2710

Passive Pressure below Base - Output to Shoring No Z1 P1 Z2 P2 Slope Kp

0 22.0 0.00 25.0 0.20 0.0670 1.5731 1 25.0 0.20 28.0 0.40 0.0670 1.5731 2 28.0 0.26 31.0 0.62 0.1207 1.9286 3 31.0 0.62 34.0 0.93 0.1026 1.6390 4 34.0 0.93 37.0 1.23 0.1005 1.6056 5 37.0 1.23 40.0 1.42 0.0655 1.0460

6 40.0 1.43 43.0 1.64 0.0725 1.1576 7 43.0 1.64 46.0 1.86 0.0737 1.1776 8 46.0 1.86 49.0 2.11 0.0850 1.3582 9 49.0 2.11 52.0 2.39 0.0935 1.4942

10 52.0 2.40 55.0 2.71 0.1022 1.6323 11 55.0 2.71 58.0 3.02 0.1045 1.6691 12 58.0 3.02 61.0 3.34 0.1082 1.7277 13 61.0 3.34 64.0 3.68 0.1136 1.8150 14 64.0 3.68 67.0 4.05 0.1206 1.9261 15 67.0 4.03 70.0 4.38 0.1189 1.8994 16 70.0 4.40 73.0 4.75 0.1156 1.8462 17 73.0 4.74 76.0 5.15 0.1377 2.2003 18 76.0 5.10 79.0 5.55 0.1500 2.3955 19 79.0 5.47 82.0 5.93 0.1514 2.4185 20 82.0 9.61 85.0 10.37 0.2544 3.7630 21 85.0 10.32 88.0 11.14 0.2740 4.0527 22 88.0 11.08 91.0 11.86 0.2583 3.8203 23 91.0 11.86 94.0 12.63 0.2536 3.7521 24 94.0 12.63 97.0 13.31 0.2262 3.3456 25 97.0 13.31 100.0 13.95 0.2157 3.1902 26 100.0 13.95 103.0 14.57 0.2071 3.0629 27 103.0 14.57 106.0 15.17 0.2000 2.9593 28 106.0 15.17 109.0 15.76 0.1944 2.8763 29 109.0 15.76 112.0 16.33 0.1900 2.8108 30 112.0 16.31 115.0 17.07 0.2544 3.7632 31 115.0 17.08 118.0 17.84 0.2547 3.7673 32 118.0 17.85 121.0 18.58 0.2460 3.6393 33 121.0 18.55 124.0 19.31 0.2534 3.7484 34 124.0 19.31 127.0 20.07 0.2530 3.7422 35 127.0 20.07 130.0 20.83 0.2526 3.7367 36 130.0 20.83 133.0 21.59 0.2523 3.7318 37 133.0 21.59 136.0 22.34 0.2520 3.7275 38 136.0 22.34 139.0 23.10 0.2517 3.7237 39 139.0 23.10 142.0 23.85 0.2515 3.7203 40 142.0 23.85 145.0 24.61 0.2513 3.7173 41 145.0 24.61 148.0 25.36 0.2511 3.7146 42 148.0 25.36 151.0 26.11 0.2509 3.7122 43 151.0 26.11 154.0 26.87 0.2508 3.7100 44 154.0 26.87 157.0 27.62 0.2507 3.7081 45 157.0 27.62 160.0 28.37 0.2506 3.7064 46 160.0 28.37 163.0 29.12 0.2505 3.7049 47 163.0 29.12 166.0 29.87 0.2504 3.7035 48 166.0 29.87 169.0 30.62 0.2503 3.7023 49 169.0 30.62 172.0 31.37 0.2502 3.7012 50 172.0 31.37 175.0 32.12 0.2501 3.7002 51 175.0 32.12 178.0 32.87 0.2501 3.6993 52 178.0 32.87 181.0 33.62 0.2500 3.6984 53 181.0 33.62 184.0 34.37 0.2500 3.6977 54 184.0 34.37 187.0 35.12 0.2499 3.6970 55 187.0 35.12 190.0 35.87 0.2499 3.6964 56 190.0 35.87 193.0 36.62 0.2498 3.6958 57 193.0 36.62 196.0 37.37 0.2498 3.6953 58 196.0 37.37 199.0 38.12 0.2498 3.6948 59 199.0 38.12 202.0 38.87 0.2497 3.6944 60 202.0 38.87 205.0 39.62 0.2497 3.6940 61 205.0 39.62 208.0 40.37 0.2497 3.6937 62 208.0 40.37 211.0 41.12 0.2497 3.6933 63 211.0 41.12 214.0 41.87 0.2496 3.6930 64 214.0 41.87 217.0 42.62 0.2496 3.6927 65 217.0 42.62 220.0 43.36 0.2496 3.6925

Water Pressure - Output to Shoring No Z1 P1 Z2 P2 Slope

0 7.0 0.00 10.0 0.19 0.06 1 10.0 0.19 220.0 0.19 0.00

DEPTH/DISTANCE: ft, UNIT WEIGHT: pcf, FORCE: kip/ft, PRESSURE: ksf, SLOPE: kcf

Z, Xa, Xp - Coordinates of ground lines Z- Depth measured from wall top Xa - Distance measure from wall to active side.

Xp - Distance measure from wall to passive side

Z1, P1, Z2, P2 - Four values to define a pressure diagram Z1- Top depth of the diagram P1- Top pressure of the diagram Z2- Bottom depth of the diagram P2- Bottom pressure of the diagram Slope - (P2-P1)/(Z2-Z1), Slope of the diagram. It also called Equivalent fluid density.

Coef. - Pressure Coefficient = Slope/Unit We9ight Ka - Active Earth Pressure Coefficient Ko - At-Rest Earth Pressure Coefficient Kp - Passive Earth Pressure Coefficient

ATTACHMENT F-2

Shoring Suite Output Files – STA. 105+00

STA. 105+00

<ShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com

Depth(ft)

0 1 ksf

Licensed to 4324324234 3424343 Date: 6/3/2016

File: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bulkhead Design\90%

Wall Height=21.0 Pile Diameter=1.0 Pile Spacing=1.0 Wall Type: 1. Sheet Pile

PILE LENGTH: Min. Embedment=57.19 Min. Pile Length=78.19 (in graphics and analysis)

MOMENT IN PILE: Max. Moment=282.69 per Pile Spacing=1.0 at Depth=34.55

BRACE FORCE: Strut, Tieback, Plate Anchor, and Deadman

No. & Type Depth Angle Space Total F. Horiz. F. Vert. F. N/A N/A

1. Strut 7.0 0.0 1.0 19.8 19.8 0.0 0.0 0.0

UNITS: Width,Diameter,Spacing,Length,Depth,and Height - ft; Force - kip; Bond Strength and Pressure - ksf

DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE):

Z1 P1 Z2 P2 Slope

* Above Base

0.000 0.067 3.000 0.096 0.009537

3.000 0.118 6.000 0.236 0.039359

6.000 0.236 7.000 0.276 0.039359

7.000 0.276 9.000 0.316 0.020259

9.000 0.316 12.00 0.377 0.020259

12.00 0.377 15.00 0.438 0.020259

15.00 0.438 18.00 0.498 0.020259

18.00 0.498 21.00 0.559 0.020259

* Below Base

21.00 0.559 24.00 0.620 0.020259

24.00 0.620 27.00 0.681 0.020259

27.00 0.985 30.00 1.086 0.033743

30.00 1.081 33.00 1.186 0.034860

33.00 1.182 36.00 1.277 0.031716

36.00 1.282 39.00 1.375 0.031129

39.00 1.374 42.00 1.472 0.032858

42.00 1.475 45.00 1.564 0.029594

45.00 1.564 48.00 1.652 0.029389

48.00 1.652 51.00 1.738 0.028736

51.00 1.738 54.00 1.825 0.028713

54.00 1.828 57.00 1.899 0.023740

57.00 1.873 60.00 1.958 0.028444

60.00 1.958 63.00 2.044 0.028444

63.00 2.044 66.00 2.129 0.028444

66.00 2.129 69.00 2.211 0.027493

69.00 2.211 72.00 2.296 0.028204

72.00 2.295 75.00 2.378 0.027520

75.00 2.378 78.00 2.460 0.027520

78.00 2.460 81.00 2.543 0.027520

* Water Pres.

7.000 0.000 10.00 0.187 0.062400

10.00 0.187 210.0 0.187 0.000000

* Below Base

21.00 0.000 24.00 0.201 0.067013

24.00 0.201 27.00 0.402 0.067013

27.00 0.314 30.00 0.583 0.089489

30.00 0.583 33.00 0.853 0.089875

33.00 0.853 36.00 1.120 0.089067

36.00 1.121 39.00 1.389 0.089399

39.00 1.388 42.00 1.655 0.088861

42.00 1.655 45.00 1.922 0.089146

45.00 1.923 48.00 2.192 0.089749

48.00 2.196 51.00 2.464 0.089369

51.00 2.464 54.00 2.732 0.089369

54.00 2.731 57.00 3.011 0.093536

57.00 3.018 60.00 3.340 0.107374

60.00 3.339 63.00 3.681 0.113980

63.00 3.688 66.00 4.020 0.110743

66.00 4.010 69.00 4.387 0.125698

69.00 4.412 72.00 4.713 0.100331

72.00 4.753 75.00 5.116 0.121149

75.00 5.109 78.00 5.508 0.133197

78.00 5.486 81.00 5.890 0.134494

2 21.00 1.00

1 0.00 1.00

STA. 105+00

File: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bulkhead Design\90% Design\STA. 105+00 (Coke)\01_STA. 105+00_Long-Term_Design Dredge_Drained.sh8

Licensed to 4324324234 3424343

<ShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com

PRESSURE, SHEAR, AND MOMENT DIAGRAMS

Based on pile spacing: 1.0 foot or meter

19.8 kip

0 1 ksf

Net Pressure Diagram

Depth(ft)

Depth(ft) Max. Shear=18.71 kip

18.71 kip 0

Shear Diagram

Max. Moment=282.69 kip-ft

282.69 kip-ft 0

SHORING WALL CALCULATION SUMMARY

The leading shoring design and calculation software Software Copyright by CivilTech Software www.civiltech.com

ShoringSuite Software is developed by CivilTech Software, Bellevue, WA, USA.

The calculation method is based on the following references:

1. FHWA 98-011, FHWA-RD-97-130, FHWA SA 96-069, FHWA-IF-99-015

2. STEEL SHEET PILING DESIGN MANUAL by Pile Buck Inc., 1987

3. DESIGN MANUAL DM-7 (NAVFAC), Department of the Navy, May 1982

4. TRENCHING AND SHORING MANUAL Revision 12, California Department of Transportation, January 2000

6. EARTH SUPPORT SYSTEM & RETAINING STRUCTURES, Pile Buck Inc. 2002

5. DESIGN OF SHEET PILE WALLS, EM 1110-2-2504, U.S. Army Corps of Engineers, 31 March 1994

7. EARTH RETENTION SYSTEMS HANDBOOK, Alan Macnab, McGraw-Hill. 2002

8. AASHTO HB-17, American Association of State and Highway Transportation Officials, 2 September 2002

UNITS: Width/Spacing/Diameter/Length/Depth - ft, Force - kip, Moment - kip-ft, Friction/Bearing/Pressure - ksf, Pres. Slope - kip/ft3, Deflection - in Licensed to 4324324234 3424343 Date: 6/3/2016 File: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bulkhead Design\90% Design\STA. 105+00 (Coke)\01_STA. 105+00_Long-Term_Design Dredge_Drained.sh8

Title: STA. 105+00 Subtitle: Long-Term; Design Dredge; Drained

**********************************INPUT DATA**********************************

Wall Type: 1. Sheet Pile Wall Height: 21.00 Pile Diameter: 1.00 Pile Spacing: 1.00 Factor of Safety (F.S.): 1.50 Lateral Support Type (Braces): 2. Strut, Raker Top Brace Increase (Multi-Bracing): Add 15%* Brace Position (One Brace Case): Normal Brace* Embedment Option: 1. Yes Friction at Pile Tip: No Pile Properties:

Steel Strength, Fy: 50 ksi = 345 MPa Allowable Fb/Fy: 0.66 Elastic Module, E: 29000.00 Moment of Inertia, I:

User Input Pile:

* DRIVING PRESSURE (ACTIVE, WATER, & SURCHARGE) *

No. Z1 top Top Pres. Z2 bottom Bottom Pres. Slope

1 * Above Base 2 0.000 0.067 3.000 0.096 0.009537 3 3.000 0.118 6.000 0.236 0.039359 4 6.000 0.236 7.000 0.276 0.039359 5 7.000 0.276 9.000 0.316 0.020259 6 9.000 0.316 12.00 0.377 0.020259 7 12.00 0.377 15.00 0.438 0.020259 8 15.00 0.438 18.00 0.498 0.020259 9 18.00 0.498 21.00 0.559 0.020259

10 * Below Base 11 21.00 0.559 24.00 0.620 0.020259 12 24.00 0.620 27.00 0.681 0.020259 13 27.00 0.985 30.00 1.086 0.033743 14 30.00 1.081 33.00 1.186 0.034860 15 33.00 1.182 36.00 1.277 0.031716 16 36.00 1.282 39.00 1.375 0.031129 17 39.00 1.374 42.00 1.472 0.032858 18 42.00 1.475 45.00 1.564 0.029594 19 45.00 1.564 48.00 1.652 0.029389 20 48.00 1.652 51.00 1.738 0.028736 21 51.00 1.738 54.00 1.825 0.028713 22 54.00 1.828 57.00 1.899 0.023740 23 57.00 1.873 60.00 1.958 0.028444 24 60.00 1.958 63.00 2.044 0.028444 25 63.00 2.044 66.00 2.129 0.028444 26 66.00 2.129 69.00 2.211 0.027493 27 69.00 2.211 72.00 2.296 0.028204 28 72.00 2.295 75.00 2.378 0.027520 29 75.00 2.378 78.00 2.460 0.027520 30 78.00 2.460 81.00 2.543 0.027520 31 81.00 1.577 84.00 1.624 0.015839 32 84.00 1.624 87.00 1.672 0.015839 33 87.00 1.687 90.00 1.741 0.018182 34 90.00 1.740 93.00 1.788 0.016169 35 93.00 1.788 96.00 1.837 0.016169 36 96.00 1.854 99.00 1.905 0.017072 37 99.00 1.905 102.0 1.954 0.016454 38 102.0 1.954 105.0 2.003 0.016454 39 105.0 2.002 108.0 2.057 0.018478 40 108.0 2.070 111.0 2.120 0.016698 41 111.0 2.120 114.0 2.172 0.017183 42 114.0 2.172 117.0 2.224 0.017183 43 117.0 2.223 120.0 2.274 0.016745 44 120.0 2.274 123.0 2.325 0.017181 45 123.0 2.322 126.0 2.399 0.025534 46 126.0 2.393 129.0 2.445 0.017420 47 129.0 2.445 132.0 2.497 0.017420 48 132.0 2.497 135.0 2.550 0.017420 49 135.0 2.549 138.0 2.603 0.017977 50 138.0 2.603 141.0 2.658 0.018247 51 141.0 2.658 144.0 2.713 0.018247 52 144.0 2.713 147.0 2.768 0.018247 53 147.0 2.768 150.0 2.822 0.018247 54 150.0 2.822 153.0 2.877 0.018247 55 153.0 2.887 156.0 2.944 0.018952 56 156.0 2.943 159.0 2.998 0.018322 57 159.0 2.998 162.0 3.053 0.018322 58 162.0 3.053 165.0 3.108 0.018322 59 165.0 3.108 168.0 3.163 0.018322 60 168.0 3.163 171.0 3.218 0.018322 61 171.0 3.218 174.0 3.273 0.018322 62 174.0 3.273 177.0 3.328 0.018322 63 177.0 3.328 180.0 3.383 0.018322 64 180.0 3.383 183.0 3.438 0.018322 65 183.0 3.438 186.0 3.493 0.018322 66 186.0 3.493 189.0 3.548 0.018322 67 189.0 3.548 192.0 3.603 0.018325 68 192.0 3.603 195.0 3.658 0.018325 69 195.0 3.658 198.0 3.713 0.018325 70 198.0 3.713 201.0 3.768 0.018325 71 201.0 3.768 204.0 3.823 0.018325 72 204.0 3.823 207.0 3.878 0.018325

73 207.0 3.878 210.0 3.933 0.018325 74 * Water Pres.

75 7.000 0.000 10.00 0.187 0.062400 76 10.00 0.187 210.0 0.187 0.000000

* PASSIVE PRESSURE *

The pressures below will be divided by a Factor of Safety =1.5

No. Z1 top Top Pres. Z2 bottom Bottom Pres. Slope

1 * Below Base 2 21.00 0.000 24.00 0.201 0.067013 3 24.00 0.201 27.00 0.402 0.067013 4 27.00 0.314 30.00 0.583 0.089489 5 30.00 0.583 33.00 0.853 0.089875 6 33.00 0.853 36.00 1.120 0.089067 7 36.00 1.121 39.00 1.389 0.089399 8 39.00 1.388 42.00 1.655 0.088861 9 42.00 1.655 45.00 1.922 0.089146

10 45.00 1.923 48.00 2.192 0.089749 11 48.00 2.196 51.00 2.464 0.089369 12 51.00 2.464 54.00 2.732 0.089369 13 54.00 2.731 57.00 3.011 0.093536 14 57.00 3.018 60.00 3.340 0.107374 15 60.00 3.339 63.00 3.681 0.113980 16 63.00 3.688 66.00 4.020 0.110743 17 66.00 4.010 69.00 4.387 0.125698 18 69.00 4.412 72.00 4.713 0.100331 19 72.00 4.753 75.00 5.116 0.121149 20 75.00 5.109 78.00 5.508 0.133197 21 78.00 5.486 81.00 5.890 0.134494 22 81.00 9.300 84.00 10.03 0.243590 23 84.00 10.00 87.00 10.73 0.243398 24 87.00 10.75 90.00 11.46 0.236945 25 90.00 11.44 93.00 12.18 0.244274 26 93.00 12.11 96.00 13.33 0.404565 27 96.00 13.20 99.00 13.88 0.226353 28 99.00 13.88 102.0 14.55 0.225137 29 102.0 14.55 105.0 15.21 0.218203 30 105.0 15.21 108.0 15.83 0.206380 31 108.0 15.83 111.0 16.45 0.207188 32 111.0 16.45 114.0 17.07 0.203675 33 114.0 17.04 117.0 17.76 0.238812 34 117.0 17.77 120.0 18.53 0.253526 35 120.0 18.48 123.0 19.24 0.253709 36 123.0 19.24 126.0 20.00 0.253259 37 126.0 20.00 129.0 20.76 0.252861 38 129.0 20.76 132.0 21.52 0.252507 39 132.0 21.52 135.0 22.28 0.252194 40 135.0 22.28 138.0 23.03 0.251916 41 138.0 23.03 141.0 23.79 0.251669 42 141.0 23.79 144.0 24.54 0.251449 43 144.0 24.54 147.0 25.29 0.251253 44 147.0 25.29 150.0 26.05 0.251079 45 150.0 26.05 153.0 26.80 0.250923 46 153.0 26.80 156.0 27.55 0.250783 47 156.0 27.55 159.0 28.30 0.250658 48 159.0 28.30 162.0 29.06 0.250546 49 162.0 29.06 165.0 29.81 0.250446 50 165.0 29.81 168.0 30.56 0.250355 51 168.0 30.56 171.0 31.31 0.250273 52 171.0 31.31 174.0 32.06 0.250200 53 174.0 32.06 177.0 32.81 0.250133

54 177.0 32.81 180.0 33.56 0.250073 55 180.0 33.56 183.0 34.31 0.250018 56 183.0 34.31 186.0 35.06 0.249968 57 186.0 35.06 189.0 35.81 0.249923 58 189.0 35.81 192.0 36.56 0.249881 59 192.0 36.56 195.0 37.31 0.249844 60 195.0 37.31 198.0 38.06 0.249809

* ACTIVE SPACE *

No. Z depth Spacing

1 0.00 1.00 2 21.00 1.00

* PASSIVE SPACE *

No. Z depth Spacing

1 0.00 1.00

* BRACE: STRUT, TIEBACK, ANCHOR PLATE, OR DEADMAN *

No. Z brace Angle Spacing Input1* Input2*

Type 1 7.00 0.0 1.00 1.00 1.00 Strut *For Tieback: Input1 = Diameter; Input2 = Bond Strength *For Plate: Input1 = Diameter; Input2 = Allowable Pressure *For Deadman: Input1 = Horz. Width; Input2 = Allowable Pressure; Angle = 0

********************************CALCULATION**********************************

The calculated moment and shear are per pile spacing. Sheet piles are per one foot or meter; Soldier piles are per pile.

Top Pressures start at depth = 0.00

NUMBER OF BRACE LEVEL = 1

| D1=0.00 |<-- D2=7.00 R1=19.75

==|== D3=21.00 | D4=78.19

D1 - TOP DEPTH

D2 - BRACE DEPTH R1 - REACTION

D3 - EXCAVATION BASE

D4 - PILE TIP

TOTAL REACTION: R1 = 19.75

TOTAL PRESSURES ACTING ON WALL = 19.75

Total Reactions = Total Pressures, OK!

BRACE NO.1 AT DEPTH = 7.00

R1 = Brace Load = 19.75

*********************************RESULTS*****************************************

* EMBEDMENT *

MINIMUM EMBEDMENT = 57.19, TOTAL MINIMUM PILE LENGTH = 78.19

* MOMENT IN PILE (per pile spacing)* Pile Spacing: sheet piles are one foot or one meter; soldier piles are one pile.

No. Depth M @ Brace Mmax in Span Depth of Mmax

1 7.00 2.63 282.69 34.55 Overall Maximum Moment = 282.69 at 34.55 Maximum Shear = 18.71 Moment and Shear are per pile spacing: 1.0 foot or meter

* BRACE: STRUT, TIEBACK, ANCHOR PLATE, OR DEADMAN *

The calculated brace force are per brace spacing.

No. DEPTH Tangle SPACING HORIZONTAL VERTICAL

TOTAL LOAD

1 7.00 0.0 1.00 19.75 0.00 19.75

No. DEPTH Free length Type and Data

1 7.00 0.00 Strut

* VERTICAL LOADING *

Vertical Loading from Braces = 0.00 Vertical Loading from External Load = 0.00

Xp=210.0 Xa=210.0

Z=0, Wall Top

Z=21.0, Wall Base

Z=105.0

GWT

GWT

STA. 105+00

Long-Term; Design Dredge; Drained

<EarthPres> CIVILTECH SOFTWARE www.civiltech.com * Licensed to 4324324234 3424343

UNITS: DEPTH/DISTANCE: ft, UNIT WEIGHT: pcf, FORCE: kip/ft, PRESSURE: ksf, SLOPE: kcf

Date: 6/3/2016 File: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bulkhead Design\90% Design\STA. 105+00 (Coke)\01_STA. 105+00_Long-Term_Design Dredge_Drained.ep8

* INPUT DATA *

Wall Height=21.0 Total Soil Types= 5

Soil No. Weight Saturate Phi Cohesion Nspt Type Description

1 120.0 120.0 32 0.0 0 4 Embankment

2 105.0 105.0 28 0.0 0 4 Sediment

3 125.0 125.0 23 0.0 0 4 Upland Clay

4 125.0 125.0 23 0.0 0 4 River Clay

5 130.0 130.0 35 0.0 0 4 Glacial Till

Ground Surface at Active Side:

Line Z1 Xa1 Z2 Xa2 Soil No. Description

1 0.0 0.0 -2.0 18.0 1 Embankment

2 -2.0 18.0 -3.0 32.0 1 Embankment

3 -3.0 32.0 -3.0 800.0 1 Embankment

4 27.0 0.0 21.0 25.0 3 Upland Clay

5 21.0 25.0 18.0 60.0 3 Upland Clay

6 18.0 60.0 7.0 200.0 3 Upland Clay

7 7.0 200.0 7.0 800.0 3 Upland Clay

8 81.0 0.0 80.0 150.0 5 Glacial Till

9 80.0 150.0 80.0 800.0 5 Glacial Till

Water Table at Active Side:

Point Z-water X-water

1 21.0 0.0 37.0 50.0 2 Sediment

2 37.0 50.0 42.0 68.0 2 Sediment

3 42.0 68.0 42.0 800.0 2 Sediment

4 27.0 0.0 38.0 50.0 4 River Clay

5 38.0 50.0 43.0 68.0 4 River Clay

6 43.0 68.0 43.0 800.0 4 River Clay

7 81.0 0.0 82.0 25.0 5 Glacial Till

8 82.0 25.0 82.0 800.0 5 Glacial Till

Water Table at Passive Side:

Point Z-water X-water

1 10.0 0.0

2 10.0 800.0

Wall Friction Options: 1.* No wall friction

Wall Batter Angle = 0

Apparent Pressure Conversion: 1.* Default (Terzaghi and Peck)*

Water Density = 62.4

Water Pressure: 1.* No seepage at wall tip

* OUTPUT RESULTS *

Total Force above Base= 6.87 per one linear foot (or meter) width along wall height

Total Static Force above Base= 6.87

Driving Pressure above Base - Output to Shoring - Multiplier of Pressure = 1

Z1 Pa1 Z2 Pa2 Slope Coef.

0.00 0.07 3.00 0.10 0.0095 0.0795

3.00 0.12 6.00 0.24 0.0394 0.3280

6.00 0.24 7.00 0.28 0.0394 0.3280

7.00 0.28 9.00 0.32 0.0203 0.3236

9.00 0.32 12.00 0.38 0.0203 0.3236

12.00 0.38 15.00 0.44 0.0203 0.3236

15.00 0.44 18.00 0.50 0.0203 0.3236

18.00 0.50 21.00 0.56 0.0203 0.3236

Driving Pressure below Base - Output to Shoring - Multiplier of Pressure = 1

Z1 Pa1 Z2 Pa2 Slope Ka or Ko

21.00 0.56 24.00 0.62 0.0203 0.3236

24.00 0.62 27.00 0.68 0.0203 0.3236

27.00 0.98 30.00 1.09 0.0337 0.5390

30.00 1.08 33.00 1.19 0.0349 0.5569

33.00 1.18 36.00 1.28 0.0317 0.5066

36.00 1.28 39.00 1.38 0.0311 0.4973

39.00 1.37 42.00 1.47 0.0329 0.5249

42.00 1.48 45.00 1.56 0.0296 0.4727

45.00 1.56 48.00 1.65 0.0294 0.4695

48.00 1.65 51.00 1.74 0.0287 0.4590

51.00 1.74 54.00 1.82 0.0287 0.4587

54.00 1.83 57.00 1.90 0.0237 0.3792

57.00 1.87 60.00 1.96 0.0284 0.4544

60.00 1.96 63.00 2.04 0.0284 0.4544

63.00 2.04 66.00 2.13 0.0284 0.4544

66.00 2.13 69.00 2.21 0.0275 0.4392

69.00 2.21 72.00 2.30 0.0282 0.4505

72.00 2.30 75.00 2.38 0.0275 0.4396

75.00 2.38 78.00 2.46 0.0275 0.4396

78.00 2.46 81.00 2.54 0.0275 0.4396

81.00 1.58 84.00 1.62 0.0158 0.2343

84.00 1.62 87.00 1.67 0.0158 0.2343

87.00 1.69 90.00 1.74 0.0182 0.2690

90.00 1.74 93.00 1.79 0.0162 0.2392

93.00 1.79 96.00 1.84 0.0162 0.2392

96.00 1.85 99.00 1.91 0.0171 0.2525

99.00 1.90 102.00 1.95 0.0165 0.2434

102.00 1.95 105.00 2.00 0.0165 0.2434

Passive Pressure below Base - Output to Shoring - Multiplier of Pressure = 1

Z1 Pp1 Z2 Pp2 Slope Kp

21.00 0.00 24.00 0.20 0.067 1.5731

24.00 0.20 27.00 0.40 0.067 1.5731

27.00 0.31 30.00 0.58 0.089 1.4295

30.00 0.58 33.00 0.85 0.090 1.4357

33.00 0.85 36.00 1.12 0.089 1.4228

36.00 1.12 39.00 1.39 0.089 1.4281

39.00 1.39 42.00 1.65 0.089 1.4195

42.00 1.65 45.00 1.92 0.089 1.4241

45.00 1.92 48.00 2.19 0.090 1.4337

48.00 2.20 51.00 2.46 0.089 1.4276

51.00 2.46 54.00 2.73 0.089 1.4276

54.00 2.73 57.00 3.01 0.094 1.4942

57.00 3.02 60.00 3.34 0.107 1.7152

60.00 3.34 63.00 3.68 0.114 1.8208

63.00 3.69 66.00 4.02 0.111 1.7691

66.00 4.01 69.00 4.39 0.126 2.0080

69.00 4.41 72.00 4.71 0.100 1.6027

72.00 4.75 75.00 5.12 0.121 1.9353

75.00 5.11 78.00 5.51 0.133 2.1277

78.00 5.49 81.00 5.89 0.134 2.1485

81.00 9.30 84.00 10.03 0.244 3.6034

84.00 10.00 87.00 10.73 0.243 3.6006

87.00 10.76 90.00 11.47 0.237 3.5051

90.00 11.45 93.00 12.18 0.244 3.6135

93.00 12.12 96.00 13.33 0.405 5.9847

96.00 13.21 99.00 13.89 0.226 3.3484

99.00 13.88 102.00 14.56 0.225 3.3304

102.00 14.56 105.00 15.21 0.218 3.2278

Water Pressure - Output to Shoring - Multiplier of Pressure = 1

No Z1 Pw1 Z2 Pw2 kw1

0 7.00 0.00 10.00 0.19 0.06

1 10.00 0.19 105.00 0.19 0.00

Date: 6/3/2016 File Name: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bulkhead Design\90% De

EARTH PRESSURE ANALYSIS SUMMARY

<EarthPres> Software Copyright by CivilTech Software www.civiltech.com

Licensed to 4324324234 3424343 Date: 6/3/2016 File: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bulkhead Design\90% Design\STA. 105+00 (Coke)\01_STA. 105+00_Long-Term_Design Dredge_Drained.ep8

Title 1: STA. 105+00 Title 2: Long-Term; Design Dredge; Drained

Input data: *************************************************

Wall Height = 21.00 Depth of Ground at Active Side = 0.00 Depth of Ground at Passive Side = 21.00 Apparent Pressure Envelope: 1.* Actual Pressures (All walls, All soils) Pressure Type: 1.* Active, Ka Earthquake Loading Apply to: 1. No Earthq. Loads

Earthquake Horizontal Acceleration, Kh = 0 Earthquake Vertical Acceleration, Kv = 0

Calculation Methods: 2. Numerical Solution (Log Spiral Analysis) Wall Friction Options: 1.* No wall friction

Wall Batter Angle = 0 Apparent Pressure Conversion: 1.* Default (Terzaghi and Peck)* Water Density = 62.4 Water Pressure: 1.* No seepage at wall tip User's Settings

Ignore Passive from Depth = 0 Multiplier of Active Pressure = 1 Multiplier of Passive Pressure = 1 Multiplier of Water Pressure = 1 Multiplier of Earthq. Pressure = 1 Estimated Embedment: Deep: 5H

Program's Settings Max. Height, Hmax = 210.00 Analysis Segment, dz = 0.53 No. of Active Segment at H, nz0 = 8 No. of Active Segment at Hmax, nz = 71 No. of Passive Segment, nzp = 63 Active Depth at H, Zh = 21.00 Active Depth at Hmax, Z = 210.00 Passive Depth at Hmax, Zp = 210.00 Max. Pressure = 41.25

Total Soil Types= 5 Soil Weight W(S) Phi Cohesion Nspt Type Description 1 120.0 120.0 32 0.0 0 4 Embankment 2 105.0 105.0 28 0.0 0 4 Sediment 3 125.0 125.0 23 0.0 0 4 Upland Clay 4 125.0 125.0 23 0.0 0 4 River Clay 5 130.0 130.0 35 0.0 0 4 Glacial Till Soil Type: 1 Equivalent Clay; 2 Clay; 3 Silt; 4 Sand; 5 Gravel

Ground Surface at Active Side:

Line Z1 Xa1 Z2 Xa2 Soil No.

1 0.0 0.0 -2.0 18.0 1 2 -2.0 18.0 -3.0 32.0 1

3 -3.0 32.0 -3.0 800.0 1 4 27.0 0.0 21.0 25.0 3 5 21.0 25.0 18.0 60.0 3 6 18.0 60.0 7.0 200.0 3 7 7.0 200.0 7.0 800.0 3 8 81.0 0.0 80.0 150.0 5 9 80.0 150.0 80.0 800.0 5

Water Table at Active Side:

Point Z-water X-water 1 7.0 0.0 2 7.0 800.0

Ground Surface at Passive Side:

Line Z1 Xp1 Z2 Xp2 Soil No.

1 21.0 0.0 37.0 50.0 2 2 37.0 50.0 42.0 68.0 2 3 42.0 68.0 42.0 800.0 2 4 27.0 0.0 38.0 50.0 4 5 38.0 50.0 43.0 68.0 4 6 43.0 68.0 43.0 800.0 4 7 81.0 0.0 82.0 25.0 5 8 82.0 25.0 82.0 800.0 5

Water Table at Passive Side:

Point Z-water X-water 1 10.0 0.0 2 10.0 800.0

Output data: *************************************************

Total Force above Base= 6.87 per one linear foot (or meter) width along wall height Static Force above Base= 6.87

Apparent Pressure above Base - Output to Shoring Active/At-Rest Force above Base, Ea = 6.87

No Z1 P1 Z2 P2 Slope Coef.

0 0.0 0.07 3.0 0.10 0.0095 0.0795 1 3.0 0.12 6.0 0.24 0.0394 0.3280 2 6.0 0.24 7.0 0.28 0.0394 0.3280 3 7.0 0.28 9.0 0.32 0.0203 0.3236 4 9.0 0.32 12.0 0.38 0.0203 0.3236 5 12.0 0.38 15.0 0.44 0.0203 0.3236 6 15.0 0.44 18.0 0.50 0.0203 0.3236 7 18.0 0.50 21.0 0.56 0.0203 0.3236

Driving Pressure below Base - Output to Shoring No Z1 P1 Z2 P2 Slope Ka or Ko

0 21.0 0.56 24.0 0.62 0.0203 0.3236 1 24.0 0.62 27.0 0.68 0.0203 0.3236 2 27.0 0.98 30.0 1.09 0.0337 0.5390 3 30.0 1.08 33.0 1.19 0.0349 0.5569 4 33.0 1.18 36.0 1.28 0.0317 0.5066 5 36.0 1.28 39.0 1.38 0.0311 0.4973 6 39.0 1.37 42.0 1.47 0.0329 0.5249 7 42.0 1.48 45.0 1.56 0.0296 0.4727 8 45.0 1.56 48.0 1.65 0.0294 0.4695 9 48.0 1.65 51.0 1.74 0.0287 0.4590 10 51.0 1.74 54.0 1.82 0.0287 0.4587 11 54.0 1.83 57.0 1.90 0.0237 0.3792 12 57.0 1.87 60.0 1.96 0.0284 0.4544

13 60.0 1.96 63.0 2.04 0.0284 0.4544 14 63.0 2.04 66.0 2.13 0.0284 0.4544 15 66.0 2.13 69.0 2.21 0.0275 0.4392 16 69.0 2.21 72.0 2.30 0.0282 0.4505 17 72.0 2.30 75.0 2.38 0.0275 0.4396 18 75.0 2.38 78.0 2.46 0.0275 0.4396 19 78.0 2.46 81.0 2.54 0.0275 0.4396 20 81.0 1.58 84.0 1.62 0.0158 0.2343 21 84.0 1.62 87.0 1.67 0.0158 0.2343 22 87.0 1.69 90.0 1.74 0.0182 0.2690 23 90.0 1.74 93.0 1.79 0.0162 0.2392 24 93.0 1.79 96.0 1.84 0.0162 0.2392 25 96.0 1.85 99.0 1.91 0.0171 0.2525 26 99.0 1.90 102.0 1.95 0.0165 0.2434 27 102.0 1.95 105.0 2.00 0.0165 0.2434 28 105.0 2.00 108.0 2.06 0.0185 0.2733 29 108.0 2.07 111.0 2.12 0.0167 0.2470 30 111.0 2.12 114.0 2.17 0.0172 0.2542 31 114.0 2.17 117.0 2.22 0.0172 0.2542 32 117.0 2.22 120.0 2.27 0.0167 0.2477 33 120.0 2.27 123.0 2.33 0.0172 0.2542 34 123.0 2.32 126.0 2.40 0.0255 0.3777 35 126.0 2.39 129.0 2.45 0.0174 0.2577 36 129.0 2.45 132.0 2.50 0.0174 0.2577 37 132.0 2.50 135.0 2.55 0.0174 0.2577 38 135.0 2.55 138.0 2.60 0.0180 0.2659 39 138.0 2.60 141.0 2.66 0.0182 0.2699 40 141.0 2.66 144.0 2.71 0.0182 0.2699 41 144.0 2.71 147.0 2.77 0.0182 0.2699 42 147.0 2.77 150.0 2.82 0.0182 0.2699 43 150.0 2.82 153.0 2.88 0.0182 0.2699 44 153.0 2.89 156.0 2.94 0.0190 0.2804 45 156.0 2.94 159.0 3.00 0.0183 0.2710 46 159.0 3.00 162.0 3.05 0.0183 0.2710 47 162.0 3.05 165.0 3.11 0.0183 0.2710 48 165.0 3.11 168.0 3.16 0.0183 0.2710 49 168.0 3.16 171.0 3.22 0.0183 0.2710 50 171.0 3.22 174.0 3.27 0.0183 0.2710 51 174.0 3.27 177.0 3.33 0.0183 0.2710 52 177.0 3.33 180.0 3.38 0.0183 0.2710 53 180.0 3.38 183.0 3.44 0.0183 0.2710 54 183.0 3.44 186.0 3.49 0.0183 0.2710 55 186.0 3.49 189.0 3.55 0.0183 0.2710 56 189.0 3.55 192.0 3.60 0.0183 0.2711 57 192.0 3.60 195.0 3.66 0.0183 0.2711 58 195.0 3.66 198.0 3.71 0.0183 0.2711 59 198.0 3.71 201.0 3.77 0.0183 0.2711 60 201.0 3.77 204.0 3.82 0.0183 0.2711 61 204.0 3.82 207.0 3.88 0.0183 0.2711 62 207.0 3.88 210.0 3.93 0.0183 0.2711

Passive Pressure below Base - Output to Shoring No Z1 P1 Z2 P2 Slope Kp

0 21.0 0.00 24.0 0.20 0.0670 1.5731 1 24.0 0.20 27.0 0.40 0.0670 1.5731 2 27.0 0.31 30.0 0.58 0.0895 1.4295 3 30.0 0.58 33.0 0.85 0.0899 1.4357 4 33.0 0.85 36.0 1.12 0.0891 1.4228 5 36.0 1.12 39.0 1.39 0.0894 1.4281 6 39.0 1.39 42.0 1.65 0.0889 1.4195 7 42.0 1.65 45.0 1.92 0.0891 1.4241 8 45.0 1.92 48.0 2.19 0.0897 1.4337

9 48.0 2.20 51.0 2.46 0.0894 1.4276 10 51.0 2.46 54.0 2.73 0.0894 1.4276 11 54.0 2.73 57.0 3.01 0.0935 1.4942 12 57.0 3.02 60.0 3.34 0.1074 1.7152 13 60.0 3.34 63.0 3.68 0.1140 1.8208 14 63.0 3.69 66.0 4.02 0.1107 1.7691 15 66.0 4.01 69.0 4.39 0.1257 2.0080 16 69.0 4.41 72.0 4.71 0.1003 1.6027 17 72.0 4.75 75.0 5.12 0.1211 1.9353 18 75.0 5.11 78.0 5.51 0.1332 2.1277 19 78.0 5.49 81.0 5.89 0.1345 2.1485 20 81.0 9.30 84.0 10.03 0.2436 3.6034 21 84.0 10.00 87.0 10.73 0.2434 3.6006 22 87.0 10.76 90.0 11.47 0.2369 3.5051 23 90.0 11.45 93.0 12.18 0.2443 3.6135 24 93.0 12.12 96.0 13.33 0.4046 5.9847 25 96.0 13.21 99.0 13.89 0.2264 3.3484 26 99.0 13.88 102.0 14.56 0.2251 3.3304 27 102.0 14.56 105.0 15.21 0.2182 3.2278 28 105.0 15.22 108.0 15.84 0.2064 3.0530 29 108.0 15.84 111.0 16.46 0.2072 3.0649 30 111.0 16.46 114.0 17.07 0.2037 3.0129 31 114.0 17.04 117.0 17.76 0.2388 3.5327 32 117.0 17.77 120.0 18.53 0.2535 3.7504 33 120.0 18.49 123.0 19.25 0.2537 3.7531 34 123.0 19.25 126.0 20.01 0.2533 3.7464 35 126.0 20.01 129.0 20.77 0.2529 3.7405 36 129.0 20.77 132.0 21.52 0.2525 3.7353 37 132.0 21.52 135.0 22.28 0.2522 3.7307 38 135.0 22.28 138.0 23.04 0.2519 3.7266 39 138.0 23.04 141.0 23.79 0.2517 3.7229 40…