Slide Analysis - 14.

384m - 70°
Kangra Bypass Slope Stabilization
HMBS Textiles Pvt. Ltd.
Date Created: 20.06.2024
Software Version: 9.034
Slide Analysis - 14.384m - 70° 20 June 2024

Project Summary ...................................................................................................................................................... 3

Currently Open Scenarios ........................................................................................................................... 3
General Settings ....................................................................................................................................................... 4
Analysis Options ....................................................................................................................................................... 5
All Open Scenarios ..................................................................................................................................... 5
Groundwater Analysis ............................................................................................................................................... 6
All Open Scenarios ..................................................................................................................................... 6
Surface Options ........................................................................................................................................................ 7
All Open Scenarios ..................................................................................................................................... 7
Seismic Loading ........................................................................................................................................................8
Static Analysis - Master Scenario ................................................................................................................ 8
Static Analysis - Sesmic Analysis ................................................................................................................. 8
Materials .................................................................................................................................................................. 9
Materials In Use ......................................................................................................................................... 9
Support ..................................................................................................................................................................10
Bond Strength Dependency ..................................................................................................................................... 10
Global Minimums .................................................................................................................................................... 11
Static Analysis - Master Scenario .............................................................................................................. 11
Method: bishop simplified ........................................................................................................... 11
Static Analysis - Sesmic Analysis ............................................................................................................... 11
Method: bishop simplified ........................................................................................................... 11
Global Minimum Support Data ................................................................................................................................. 12
Static Analysis - Master Scenario .............................................................................................................. 12
Method: bishop simplified ........................................................................................................... 12
Static Analysis - Sesmic Analysis ............................................................................................................... 12
Method: bishop simplified ........................................................................................................... 12
Slice Data ...............................................................................................................................................................14
Static Analysis - Master Scenario .............................................................................................................. 14
Global Minimum Query (bishop simplified) - Safety Factor: 1.35399 ............................................... 14
Static Analysis - Sesmic Analysis ............................................................................................................... 15
Global Minimum Query (bishop simplified) - Safety Factor: 1.10612 ............................................... 15
Interslice Data ........................................................................................................................................................ 16
Static Analysis - Master Scenario .............................................................................................................. 16
Global Minimum Query (bishop simplified) - Safety Factor: 1.35399 ............................................... 16
Static Analysis - Sesmic Analysis ............................................................................................................... 17
Global Minimum Query (bishop simplified) - Safety Factor: 1.10612 ............................................... 17
Entity Information ...................................................................................................................................................18
Static Analysis ......................................................................................................................................... 18
Shared Entities ........................................................................................................................... 18

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Slide Analysis - 14.384m - 70° 20 June 2024

File Name: Slide Analysis - 14.384m - 70°.slmd

Slide2 Modeler Version: 9.034
Project Title: Kangra Bypass Slope Stabilization
Analysis: Static Analysis
Author: PJ
Company: HMBS Textiles Pvt. Ltd.
Date Created: 20.06.2024
Comments
Ch. 188+510 to 188+690
Height = 14.384m
Angle = 70°

Currently Open Scenarios

Group Name Scenario Name Global Minimum Compute Time
Static Analysis Bishop Simplified:
Master Scenario 1.353990 00h:00m:00.371s

Bishop Simplified:
Sesmic Analysis 00h:00m:00.361s
1.106120

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Slide Analysis - 14.384m - 70° 20 June 2024

Units of Measurement: Metric Units

Time Units: days
Permeability Units: meters/second
Data Output: Standard
Failure Direction: Left to Right

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Slide Analysis - 14.384m - 70° 20 June 2024

All Open Scenarios

Slices Type: Vertical
Analysis Methods Used
Bishop simplified
Number of slices: 50
Tolerance: 0.005
Maximum number of iterations: 75
Check malpha < 0.2: Yes
Create Interslice boundaries at intersections with
Yes
water tables and piezos:
Initial trial value of FS: 1
Steffensen Iteration: Yes
Eliminate vertical segments in non-circular search Yes

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Slide Analysis - 14.384m - 70° 20 June 2024

All Open Scenarios

Groundwater Method: Water Surfaces
Pore Fluid Unit Weight [kN/m3]: 9.81
Advanced Groundwater Method: None

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Slide Analysis - 14.384m - 70° 20 June 2024

All Open Scenarios

Surface Type: Circular
Search Method: Grid Search
Radius Increment: 10
Composite Surfaces: Disabled
Reverse Curvature: Invalid Surfaces
Minimum Elevation: Not Defined
Minimum Depth: Not Defined
Minimum Area: Not Defined
Minimum Weight: Not Defined

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Slide Analysis - 14.384m - 70° 20 June 2024

Static Analysis - Master Scenario

Advanced seismic analysis: No
Staged pseudostatic analysis: No

Static Analysis - Sesmic Analysis

Advanced seismic analysis: No
Staged pseudostatic analysis: No
Seismic Load Coefficient (Horizontal): 0.18
Seismic Load Coefficient (Vertical): 0.12

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Slide Analysis - 14.384m - 70° 20 June 2024

Soft Rock
Color
Strength Type Mohr-Coulomb
Unit Weight 18.93 kN/m3
Cohesion 15 kPa
Phi 34 °
Water Surface Assigned per scenario
Ru Value 0

Fractured Rock
Color
Strength Type Mohr-Coulomb
Unit Weight 23 kN/m3
Cohesion 135 kPa
Phi 30 °
Water Surface Assigned per scenario
Ru Value 0

RRM
Color
Strength Type Infinite Strength
Unit Weight 24 kN/m3
Allow Sliding Along Boundary Yes
Water Surface Assigned per scenario
Ru Value 0

Materials In Use
Material Static Analysis Sesmic Analysis
Soft Rock
Fractured Rock
RRM

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Slide Analysis - 14.384m - 70° 20 June 2024

SN 25MM
Color
Type Soil Nail
Force Application Passive (Method B)
Force Orientation Parallel to Reinforcement
Out-Of-Plane Spacing 1.5 m
Tensile Capacity 136.39 kN
Plate Capacity 5 kN
Bond Strength 17.64 kN/m
Material Dependent Yes

Bond Strength Dependency

Material Bond Strength [kN/m]
Soft Rock 17.64
Fractured
17.64
Rock
Backfill Soil 17.64

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Slide Analysis - 14.384m - 70° 20 June 2024

Static Analysis - Master Scenario

Method: bishop simplified

FS 1.353990
Center: 1409.263, 1052.035
Radius: 21.040
Left Slip Surface Endpoint: 1388.384, 1049.438
Right Slip Surface Endpoint: 1396.783, 1035.096
Resisting Moment: 13466.2 kN-m
Driving Moment: 9945.55 kN-m
Passive Support Moment: 1438.28 kN-m
Maximum Single Support Force: 29.4595 kN
Total Support Force: 245.519 kN
Total Slice Area: 30.5368 m2
Surface Horizontal Width: 8.39947 m
Surface Average Height: 3.63557 m

Static Analysis - Sesmic Analysis

Method: bishop simplified

FS 1.106120
Center: 1414.676, 1057.448
Radius: 28.475
Left Slip Surface Endpoint: 1387.351, 1049.438
Right Slip Surface Endpoint: 1396.679, 1035.382
Resisting Moment: 19427.4 kN-m
Driving Moment: 17563.5 kN-m
Passive Support Moment: 2402.63 kN-m
Maximum Single Support Force: 29.7704 kN
Total Support Force: 240.666 kN
Total Slice Area: 32.6711 m2
Surface Horizontal Width: 9.32791 m
Surface Average Height: 3.50251 m

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Slide Analysis - 14.384m - 70° 20 June 2024

Static Analysis - Master Scenario

Method: bishop simplified

Number of Supports: 10
SN 25MM
Support Type: Soil Nail
L Inside SS L Outside SS
Start (x, y) Length (m) Li (m) Lo (m) Force (kN)
(m) (m)
1392.89,
5 1.91067 3.08933 1.91067 3.08933 25.8029
1041.9
1392.35,
5 2.13233 2.86767 2.13233 2.86767 28.4096
1043.4
1391.8, 1044.9 5 2.22161 2.77839 2.22161 2.77839 29.4595
1391.26,
5 2.18693 2.81307 2.18693 2.81307 29.0516
1046.4
1390.71,
5 2.03323 2.96677 2.03323 2.96677 27.2442
1047.9
1390.17,
5 1.75574 3.24426 1.75574 3.24426 23.9809
1049.4
1396.63,
5 0.334487 4.66551 0.334487 4.66551 7.2669
1035.52
1396.08,
5 1.33949 3.66051 1.33949 3.66051 19.0857
1037.02
1395.54,
5 2.11677 2.88323 2.11677 2.88323 28.2265
1038.52
1394.99,
5 2.70479 2.29521 2.70479 2.29521 26.9916
1040.02

Static Analysis - Sesmic Analysis

Method: bishop simplified

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Slide Analysis - 14.384m - 70° 20 June 2024

Number of Supports: 10
SN 25MM
Support Type: Soil Nail
L Inside SS L Outside SS
Start (x, y) Length (m) Li (m) Lo (m) Force (kN)
(m) (m)
1392.89,
5 1.88407 3.11593 1.88407 3.11593 25.49
1041.9
1392.35,
5 2.24805 2.75195 2.24805 2.75195 29.7704
1043.4
1391.8, 1044.9 5 2.5056 2.4944 2.5056 2.4944 29.3342
1391.26,
5 2.66438 2.33562 2.66438 2.33562 27.4669
1046.4
1390.71,
5 2.72721 2.27279 2.72721 2.27279 26.728
1047.9
1390.17,
5 2.69952 2.30048 2.69952 2.30048 27.0536
1049.4
1396.63,
5 0.0996923 4.90031 0.0996923 4.90031 4.50571
1035.52
1396.08,
5 1.06816 3.93184 1.06816 3.93184 15.8949
1037.02
1395.54,
5 1.8698 3.1302 1.8698 3.1302 25.3221
1038.52
1394.99,
5 2.52551 2.47449 2.52551 2.47449 29.1
1040.02

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Slide Analysis - 14.384m - 70° 20 June 2024

Static Analysis - Master Scenario

Global Minimum Query (bishop simplified) - Safety Factor: 1.35399
Base Base Effective Base Effective
Angle of Base Shear Shear Pore
Slice Width Weight Base Friction Normal Normal Vertical Vertical
Slice Base Cohesion Stress Strength Pressure
Number [m] [kN] Material Angle Stress Stress Stress Stress
[deg] [kPa] [kPa] [kPa] [kPa]
[deg] [kPa] [kPa] [kPa] [kPa]
1 0.167989 1.76235 -81.3817 Soft Rock 15 34 5.93777 8.03968 -10.3191 0 -10.3191 28.858 28.858
2 0.167989 4.86009 -78.6889 Soft Rock 15 34 10.2836 13.9238 -1.59545 0 -1.59545 49.8169 49.8169
3 0.167989 7.31149 -76.54 Soft Rock 15 34 10.652 14.4227 -0.855833 0 -0.855833 43.6497 43.6497
4 0.167989 9.40326 -74.6909 Soft Rock 15 34 13.8428 18.7431 5.54934 0 5.54934 56.1188 56.1188
5 0.167989 11.2549 -73.0404 Soft Rock 15 34 21.1007 28.5701 20.1185 0 20.1185 89.3102 89.3102
6 0.167989 12.9307 -71.5341 Soft Rock 15 34 19.8682 26.9013 17.6444 0 17.6444 77.1418 77.1418
7 0.167989 14.47 -70.1387 Soft Rock 15 34 22.7304 30.7767 23.3898 0 23.3898 86.3146 86.3146
8 0.167989 15.8992 -68.832 Soft Rock 15 34 30.4004 41.1618 38.7865 0 38.7865 117.293 117.293
9 0.167989 17.237 -67.5984 Soft Rock 15 34 28.2043 38.1884 34.3782 0 34.3782 102.802 102.802
10 0.167989 18.4971 -66.4263 Soft Rock 15 34 30.8312 41.7451 39.6512 0 39.6512 110.309 110.309
11 0.167989 19.519 -65.3068 Soft Rock 15 34 33.1486 44.8829 44.3031 0 44.3031 116.396 116.396
12 0.167989 19.3816 -64.2331 Soft Rock 15 34 39.095 52.9343 56.2398 0 56.2398 137.231 137.231
13 0.167989 18.996 -63.1997 Soft Rock 15 34 33.9874 46.0186 45.987 0 45.987 113.27 113.27
14 0.167989 18.5637 -62.2019 Soft Rock 15 34 34.0472 46.0996 46.107 0 46.107 110.689 110.689
15 0.167989 18.0892 -61.2361 Soft Rock 15 34 33.9754 46.0024 45.9628 0 45.9628 107.856 107.856
16 0.167989 17.5763 -60.2991 Soft Rock 15 34 39.0116 52.8213 56.0724 0 56.0724 124.465 124.465
17 0.167989 17.0283 -59.3883 Soft Rock 15 34 33.4725 45.3214 44.9534 0 44.9534 101.526 101.526
18 0.167989 16.4479 -58.5014 Soft Rock 15 34 33.0562 44.7578 44.1177 0 44.1177 98.0634 98.0634
19 0.167989 15.8376 -57.6363 Soft Rock 15 34 32.5385 44.0568 43.0784 0 43.0784 94.4227 94.4227
20 0.167989 15.1994 -56.7914 Soft Rock 15 34 31.9248 43.2258 41.8465 0 41.8465 90.6165 90.6165
21 0.167989 14.5352 -55.9651 Soft Rock 15 34 31.2197 42.2711 40.4311 0 40.4311 86.6553 86.6553
22 0.167989 13.8466 -55.1561 Soft Rock 15 34 30.4277 41.1988 38.8412 0 38.8412 82.5494 82.5494
23 0.167989 13.1351 -54.3631 Soft Rock 15 34 29.5526 40.0139 37.0846 0 37.0846 78.3072 78.3072
24 0.167989 12.4021 -53.5853 Soft Rock 15 34 34.7148 47.0035 47.4471 0 47.4471 94.5078 94.5078
25 0.167989 11.6486 -52.8215 Soft Rock 15 34 27.5667 37.3251 33.0983 0 33.0983 69.4444 69.4444
26 0.167989 10.8758 -52.0708 Soft Rock 15 34 26.4621 35.8294 30.8809 0 30.8809 64.8372 64.8372
27 0.167989 10.0846 -51.3326 Soft Rock 15 34 25.2865 34.2377 28.5212 0 28.5212 60.1208 60.1208
28 0.167989 9.27849 -50.6062 Soft Rock 15 34 24.0474 32.5599 26.0336 0 26.0336 55.3157 55.3157
29 0.167989 9.27153 -49.8907 Soft Rock 15 34 24.2638 32.853 26.4681 0 26.4681 55.2729 55.2729
30 0.167989 9.89791 -49.1857 Soft Rock 15 34 25.6666 34.7523 29.284 0 29.284 59.0041 59.0041
31 0.167989 10.509 -48.4907 Soft Rock 15 34 33.9122 45.9168 45.8363 0 45.8363 84.1545 84.1545
32 0.167989 11.1054 -47.805 Soft Rock 15 34 28.432 38.4967 34.8353 0 34.8353 66.197 66.197
33 0.167989 11.6878 -47.1283 Soft Rock 15 34 29.7948 40.3419 37.5709 0 37.5709 69.6657 69.6657
34 0.167989 12.2566 -46.46 Soft Rock 15 34 31.1444 42.1692 40.28 0 40.28 73.0535 73.0535
35 0.167989 12.8124 -45.7999 Soft Rock 15 34 32.4809 43.9788 42.9627 0 42.9627 76.3634 76.3634
36 0.167989 13.3555 -45.1475 Soft Rock 15 34 33.8044 45.7708 45.6196 0 45.6196 79.5985 79.5985
37 0.167989 13.5764 -44.5025 Soft Rock 15 34 34.4971 46.7087 47.0101 0 47.0101 80.9133 80.9133
38 0.167989 12.7178 -43.8646 Soft Rock 15 34 37.9238 51.3485 53.8889 0 53.8889 90.3387 90.3387
39 0.167989 11.7579 -43.2334 Soft Rock 15 34 31.319 42.4056 40.6305 0 40.6305 70.0754 70.0754
40 0.167989 10.787 -42.6086 Soft Rock 15 34 29.5599 40.0238 37.0994 0 37.0994 64.2893 64.2893
41 0.167989 9.80535 -41.9901 Soft Rock 15 34 27.7486 37.5713 33.4634 0 33.4634 58.4397 58.4397
42 0.167989 8.81333 -41.3776 Soft Rock 15 34 25.8861 35.0495 29.7246 0 29.7246 52.5283 52.5283
43 0.167989 7.81121 -40.7707 Soft Rock 15 34 23.9734 32.4597 25.885 0 25.885 46.5569 46.5569
44 0.167989 6.79928 -40.1694 Soft Rock 15 34 22.0112 29.803 21.9463 0 21.9463 40.5271 40.5271
45 0.167989 5.77778 -39.5733 Soft Rock 15 34 20.0007 27.0807 17.9103 0 17.9103 34.4406 34.4406
46 0.167989 4.74696 -38.9823 Soft Rock 15 34 17.9423 24.2937 13.7785 0 13.7785 28.2987 28.2987
47 0.167989 3.70706 -38.3962 Soft Rock 15 34 15.837 21.4431 9.55232 0 9.55232 22.1029 22.1029
48 0.167989 2.6583 -37.8149 Soft Rock 15 34 15.6744 21.223 9.226 0 9.226 21.3908 21.3908
49 0.167989 1.60089 -37.238 Soft Rock 15 34 11.4881 15.5548 0.822505 0 0.822505 9.55448 9.55448
50 0.167989 0.535023 -36.6656 Soft Rock 15 34 9.24582 12.5188 -3.6786 0 -3.6786 3.20438 3.20438

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Slide Analysis - 14.384m - 70° 20 June 2024

Static Analysis - Sesmic Analysis

Global Minimum Query (bishop simplified) - Safety Factor: 1.10612
Base Base Effective Base Effective
Angle of Base Shear Shear Pore
Slice Width Weight Base Friction Normal Normal Vertical Vertical
Slice Base Cohesion Stress Strength Pressure
Number [m] [kN] Material Angle Stress Stress Stress Stress
[deg] [kPa] [kPa] [kPa] [kPa]
[deg] [kPa] [kPa] [kPa] [kPa]
1 0.186558 1.07871 -73.0182 Soft Rock 15 34 10.4771 11.5889 -5.05713 0 -5.05713 29.2509 29.2509
2 0.186558 3.1579 -71.7754 Soft Rock 15 34 8.81296 9.74819 -7.78614 0 -7.78614 18.9799 18.9799
3 0.186558 5.09434 -70.6099 Soft Rock 15 34 11.7937 13.0453 -2.89796 0 -2.89796 30.6107 30.6107
4 0.186558 6.91176 -69.5084 Soft Rock 15 34 19.985 22.1058 10.5348 0 10.5348 64.0111 64.0111
5 0.186558 8.62784 -68.461 Soft Rock 15 34 17.7482 19.6316 6.86663 0 6.86663 51.8332 51.8332
6 0.186558 10.2562 -67.4601 Soft Rock 15 34 20.7073 22.9048 11.7193 0 11.7193 61.6129 61.6129
7 0.186558 11.8075 -66.4998 Soft Rock 15 34 29.5133 32.6453 26.1603 0 26.1603 94.0356 94.0356
8 0.186558 13.2905 -65.5752 Soft Rock 15 34 26.5692 29.3887 21.3321 0 21.3321 79.8362 79.8362
9 0.186558 14.7122 -64.6824 Soft Rock 15 34 29.4675 32.5946 26.085 0 26.085 88.3744 88.3744
10 0.186558 16.0785 -63.8181 Soft Rock 15 34 32.3423 35.7745 30.7993 0 30.7993 96.58 96.58
11 0.186558 17.3945 -62.9795 Soft Rock 15 34 42.0457 46.5076 46.712 0 46.712 129.159 129.159
12 0.186558 18.6643 -62.1644 Soft Rock 15 34 38.0187 42.0532 40.1081 0 40.1081 112.109 112.109
13 0.186558 19.8916 -61.3708 Soft Rock 15 34 40.8197 45.1515 44.7015 0 44.7015 119.479 119.479
14 0.186558 21.0796 -60.5967 Soft Rock 15 34 43.5957 48.2221 49.2537 0 49.2537 126.613 126.613
15 0.186558 22.2311 -59.8408 Soft Rock 15 34 53.798 59.507 65.9842 0 65.9842 158.57 158.57
16 0.186558 22.4525 -59.1018 Soft Rock 15 34 47.4481 52.4833 55.5714 0 55.5714 134.857 134.857
17 0.186558 21.7278 -58.3783 Soft Rock 15 34 46.7962 51.7622 54.5021 0 54.5021 130.504 130.504
18 0.186558 20.9732 -57.6693 Soft Rock 15 34 46.0296 50.9143 53.245 0 53.245 125.971 125.971
19 0.186558 20.1903 -56.974 Soft Rock 15 34 45.1529 49.9445 51.8074 0 51.8074 121.268 121.268
20 0.186558 19.3807 -56.2914 Soft Rock 15 34 51.001 56.4132 61.3976 0 61.3976 137.846 137.846
21 0.186558 18.5458 -55.6208 Soft Rock 15 34 43.0851 47.6573 48.4163 0 48.4163 111.39 111.39
22 0.186558 17.6869 -54.9615 Soft Rock 15 34 41.9013 46.3479 46.4753 0 46.4753 106.231 106.231
23 0.186558 16.8052 -54.3129 Soft Rock 15 34 40.6219 44.9327 44.3771 0 44.3771 100.935 100.935
24 0.186558 15.9017 -53.6743 Soft Rock 15 34 39.2497 43.4149 42.1268 0 42.1268 95.5086 95.5086
25 0.186558 14.9775 -53.0452 Soft Rock 15 34 37.7876 41.7976 39.7293 0 39.7293 89.9576 89.9576
26 0.186558 14.0334 -52.4253 Soft Rock 15 34 36.238 40.0836 37.1879 0 37.1879 84.2869 84.2869
27 0.186558 13.0702 -51.8139 Soft Rock 15 34 34.6033 38.2754 34.5074 0 34.5074 78.5022 78.5022
28 0.186558 12.0888 -51.2107 Soft Rock 15 34 41.3723 45.7627 45.6078 0 45.6078 97.0841 97.0841
29 0.186558 11.0897 -50.6153 Soft Rock 15 34 31.087 34.386 28.7409 0 28.7409 66.6075 66.6075
30 0.186558 10.0738 -50.0273 Soft Rock 15 34 29.2094 32.3091 25.6619 0 25.6619 60.506 60.506
31 0.186558 9.12612 -49.4464 Soft Rock 15 34 27.4353 30.3467 22.7525 0 22.7525 54.8143 54.8143
32 0.186558 9.4519 -48.8724 Soft Rock 15 34 28.3684 31.3789 24.2827 0 24.2827 56.7705 56.7705
33 0.186558 10.199 -48.3049 Soft Rock 15 34 30.2248 33.4323 27.327 0 27.327 61.2565 61.2565
34 0.186558 10.9313 -47.7436 Soft Rock 15 34 32.0711 35.4745 30.3547 0 30.3547 65.6544 65.6544
35 0.186558 11.6495 -47.1883 Soft Rock 15 34 41.7392 46.1686 46.2094 0 46.2094 91.2652 91.2652
36 0.186558 12.3539 -46.6387 Soft Rock 15 34 35.7327 39.5247 36.3594 0 36.3594 74.1969 74.1969
37 0.186558 13.045 -46.0947 Soft Rock 15 34 37.5478 41.5324 39.3358 0 39.3358 78.3466 78.3466
38 0.186558 13.7231 -45.556 Soft Rock 15 34 39.3523 43.5284 42.2953 0 42.2953 82.419 82.419
39 0.186558 13.9021 -45.0224 Soft Rock 15 34 40.0396 44.2886 43.4222 0 43.4222 83.4932 83.4932
40 0.186558 12.8096 -44.4938 Soft Rock 15 34 37.8171 41.8303 39.7774 0 39.7774 76.9322 76.9322
41 0.186558 11.6409 -43.9699 Soft Rock 15 34 35.381 39.1356 35.7825 0 35.7825 69.9136 69.9136
42 0.186558 10.4606 -43.4505 Soft Rock 15 34 38.0457 42.0831 40.1524 0 40.1524 76.194 76.194
43 0.186558 9.26906 -42.9356 Soft Rock 15 34 30.3106 33.5272 27.4677 0 27.4677 55.6693 55.6693
44 0.186558 8.06647 -42.425 Soft Rock 15 34 27.6785 30.6157 23.1512 0 23.1512 48.4473 48.4473
45 0.186558 6.85316 -41.9185 Soft Rock 15 34 24.9827 27.6339 18.7305 0 18.7305 41.1608 41.1608
46 0.186558 5.62936 -41.416 Soft Rock 15 34 22.2244 24.5828 14.2071 0 14.2071 33.8115 33.8115
47 0.186558 4.39533 -40.9173 Soft Rock 15 34 19.4041 21.4633 9.58217 0 9.58217 26.4008 26.4008
48 0.186558 3.15129 -40.4224 Soft Rock 15 34 16.5227 18.2761 4.85699 0 4.85699 18.93 18.93
49 0.186558 1.89747 -39.9311 Soft Rock 15 34 13.5808 15.022 0.032666 0 0.032666 11.4005 11.4005
50 0.186558 0.634067 -39.4433 Soft Rock 15 34 12.1181 13.404 -2.36611 0 -2.36611 7.60313 7.60313

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Slide Analysis - 14.384m - 70° 20 June 2024

Static Analysis - Master Scenario

Global Minimum Query (bishop simplified) - Safety Factor: 1.35399
Y coordinate - Bottom Interslice Normal Force Interslice Shear Force Interslice Force Angle
Slice Number X coordinate [m]
[m] [kN] [kN] [deg]
1 1388.38 1049.44 0 0 0
2 1388.55 1048.33 -29.8744 0 0
3 1388.72 1047.49 -52.7527 0 0
4 1388.89 1046.79 -55.1377 0 0
5 1389.06 1046.17 -54.051 0 0
6 1389.22 1045.62 -67.6336 0 0
7 1389.39 1045.12 -62.0856 0 0
8 1389.56 1044.65 -55.0158 0 0
9 1389.73 1044.22 -64.7088 0 0
10 1389.9 1043.81 -55.4229 0 0
11 1390.06 1043.43 -45.3221 0 0
12 1390.23 1043.06 -34.6887 0 0
13 1390.4 1042.72 -42.3286 0 0
14 1390.57 1042.38 -32.7287 0 0
15 1390.74 1042.06 -23.7402 0 0
16 1390.9 1041.76 -15.3656 0 0
17 1391.07 1041.46 -24.1542 0 0
18 1391.24 1041.18 -16.998 0 0
19 1391.41 1040.91 -10.4406 0 0
20 1391.58 1040.64 -4.47195 0 0
21 1391.74 1040.38 0.919299 0 0
22 1391.91 1040.13 5.74592 0 0
23 1392.08 1039.89 10.0217 0 0
24 1392.25 1039.66 13.7611 0 0
25 1392.42 1039.43 -0.880825 0 0
26 1392.58 1039.21 1.83233 0 0
27 1392.75 1038.99 4.05644 0 0
28 1392.92 1038.78 5.80805 0 0
29 1393.09 1038.58 7.1052 0 0
30 1393.26 1038.38 8.31918 0 0
31 1393.42 1038.19 9.71601 0 0
32 1393.59 1038 -7.79456 0 0
33 1393.76 1037.81 -6.10235 0 0
34 1393.93 1037.63 -4.29466 0 0
35 1394.1 1037.45 -2.39118 0 0
36 1394.26 1037.28 -0.410462 0 0
37 1394.43 1037.11 1.63003 0 0
38 1394.6 1036.95 3.61256 0 0
39 1394.77 1036.79 -7.92103 0 0
40 1394.94 1036.63 -6.75032 0 0
41 1395.1 1036.47 -5.96936 0 0
42 1395.27 1036.32 -5.55775 0 0
43 1395.44 1036.17 -5.49519 0 0
44 1395.61 1036.03 -5.76146 0 0
45 1395.78 1035.89 -6.33646 0 0
46 1395.94 1035.75 -7.20014 0 0
47 1396.11 1035.61 -8.33253 0 0
48 1396.28 1035.48 -9.71374 0 0
49 1396.45 1035.35 -16.4221 0 0
50 1396.62 1035.22 -18.2414 0 0
51 1396.78 1035.1 0 0 0

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Slide Analysis - 14.384m - 70° 20 June 2024

Static Analysis - Sesmic Analysis

Global Minimum Query (bishop simplified) - Safety Factor: 1.10612
Y coordinate - Bottom Interslice Normal Force Interslice Shear Force Interslice Force Angle
Slice Number X coordinate [m]
[m] [kN] [kN] [deg]
1 1387.35 1049.44 0 0 0
2 1387.54 1048.83 -28.9347 0 0
3 1387.72 1048.26 -34.4207 0 0
4 1387.91 1047.73 -37.2383 0 0
5 1388.1 1047.23 -58.2571 0 0
6 1388.28 1046.76 -56.7669 0 0
7 1388.47 1046.31 -53.5129 0 0
8 1388.66 1045.88 -70.1194 0 0
9 1388.84 1045.47 -63.9168 0 0
10 1389.03 1045.07 -56.4749 0 0
11 1389.22 1044.7 -47.9231 0 0
12 1389.4 1044.33 -61.6586 0 0
13 1389.59 1043.98 -51.2155 0 0
14 1389.78 1043.63 -39.9672 0 0
15 1389.96 1043.3 -27.9943 0 0
16 1390.15 1042.98 -39.3412 0 0
17 1390.34 1042.67 -26.8208 0 0
18 1390.52 1042.37 -15.1195 0 0
19 1390.71 1042.07 -4.23025 0 0
20 1390.9 1041.79 5.85527 0 0
21 1391.08 1041.51 -5.68824 0 0
22 1391.27 1041.23 2.82048 0 0
23 1391.46 1040.97 10.5582 0 0
24 1391.64 1040.71 17.5376 0 0
25 1391.83 1040.45 23.7723 0 0
26 1392.02 1040.21 29.2762 0 0
27 1392.2 1039.96 34.0642 0 0
28 1392.39 1039.73 38.1513 0 0
29 1392.57 1039.49 17.2932 0 0
30 1392.76 1039.27 20.0256 0 0
31 1392.95 1039.04 22.105 0 0
32 1393.13 1038.83 23.5939 0 0
33 1393.32 1038.61 25.1951 0 0
34 1393.51 1038.4 27.1197 0 0
35 1393.69 1038.2 29.342 0 0
36 1393.88 1038 10.4192 0 0
37 1394.07 1037.8 13.1647 0 0
38 1394.25 1037.61 16.138 0 0
39 1394.44 1037.41 19.3177 0 0
40 1394.63 1037.23 22.4634 0 0
41 1394.81 1037.04 25.0105 0 0
42 1395 1036.86 26.9503 0 0
43 1395.19 1036.69 14.6858 0 0
44 1395.37 1036.51 15.4718 0 0
45 1395.56 1036.34 15.7115 0 0
46 1395.75 1036.18 15.4254 0 0
47 1395.93 1036.01 14.6339 0 0
48 1396.12 1035.85 13.3574 0 0
49 1396.31 1035.69 11.6165 0 0
50 1396.49 1035.54 9.43152 0 0
51 1396.68 1035.38 0 0 0

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Slide Analysis - 14.384m - 70° 20 June 2024

Static Analysis
Shared Entities

Type Coordinates (x,y)

1386.96, 1049.44
1380.15, 1049.44
1380.15, 1031.34
1394.96, 1031.34
1397.04, 1031.34
1399.2, 1031.45
1399.2, 1031.55
External Boundary 1399.2, 1032.05
1399.1, 1032.05
1397.74, 1035.05
1397.14, 1035.05
1396.8, 1035.05
1394.49, 1041.4
1393.08, 1041.4
1390.15, 1049.44
1397.04, 1032.05
Material Boundary
1397.14, 1032.05
1386.96, 1049.44
1391.3, 1039.87
Material Boundary
1392.39, 1038.4
1394.96, 1031.34
1397.04, 1031.44
Material Boundary
1397.04, 1032.05
1397.04, 1031.34
Material Boundary
1397.04, 1031.44
1397.14, 1032.05
Material Boundary
1397.14, 1035.05
1397.04, 1031.44
Material Boundary
1399.2, 1031.55

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