24.02 1/9/2024 6:22:36 AM True C:\Users\mamog\Desktop\DM\Dim\DM DEEPEXCAVATION\2024\Marketing Materials\Training Materials in PDF\Arbitrary shape excavation 3D FEM\Arbitrary_shape_excavation_3D_FEM_2.DEEPR True My Project Engineer 1 9/26/2009 Deep Excavation Project My Company -25 25 10 -30 2 7 15 SOIL_8 -18 -1 0 0 0 0 0 0 0 0 False -989556 0 0 0 False 0 False False 1 0 0 0 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 False False False False False False False False 0 False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 False 0 0 0.9 0 0 1 0 0 0.1 0 0 False False 0 0 0 0 0.5 4 5E-05 0 0 0 0 0 0 0 0 0 0 F Fill -10 -1 0 32 0 0 2 0 19.5 19 True -989556 9.99999999999999E-05 9.99999999999999E-05 1 False 0 True False 1 20000 0 0.45 0.35 0.2 95.8 300 100 300 0.5 0.05 0.5 8143.41414 0 3143.04 0 0.5 0.47 0.307 3.255 0.307 3.255 3143.04 3 0 0 1 0 3 0 -47.9 -47.9 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 False False False 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0 0 0 0 0 0 0 0 0 0 0 0 False 0 False 0 0 False False 0 False False False 0 0 0 0 0 0 0 0 False 0 0 0 0 0 0 0 0 0 0 0 False False 0 0 0 0 0 0 False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BOX1 0 0 0 0 0 0 0 0 0 BX2 0 0 0 0 0 0 0 0 0 False 0 False 0 False 0 False 0 0 False -1 -1 -1 0 0 0 0 0 0 False Concrete Section 0 True False False False 0 0 0 0 1500 20 25 100 0 60 0 #3 0.9525 0.709676 1 0 5 0 False 0 0 #3 0.9525 0.709676 1 0 5 0 False 0 0 #3 0.9525 0.709676 1 0 5 0 False 0 0 #3 0.9525 0.709676 1 0 5 0 False 0 0 2 21.8 90 0 0 False False 0 0 0 3 0 60 0 0 0 0 0 #3 0.9525 0.709676 1 0 0 0 0 False 0 0 0 0 0 False False False 0 0 0 0 False 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 False 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 False 0 False False 0 0 0 0 0 0 0 0 4 2 66.6666666666667 False 0 1 120 10000 1 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 New Bolt 1 1.5 0.5 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 -1 0 5 10 33 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.125 0.5 0.4 0.6 New wall section 0 0 0 False False 0
0 0 0 0 0 0 0 0 0 0 0 0 False 0 False 0 0 False False 0 False False False 0 0 0 0 0 0 0 0 False 0 0 0 0 0 0 0 0 0 0 0 False False 0 0 0 0 0 0 False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BOX1 0 0 0 0 0 0 0 0 0 BX2 0 0 0 0 0 0 0 0 0 False 0 False 0 False 0 False 0 0 False -1 -1 -1 0 0 0 0 0 0 False Concrete Section 0 True False False False 0 0 0 0 1500 20 25 100 0 60 0 #3 0.9525 0.709676 1 0 5 0 False 0 0 #3 0.9525 0.709676 1 0 5 0 False 0 0 #3 0.9525 0.709676 1 0 5 0 False 0 0 #3 0.9525 0.709676 1 0 5 0 False 0 0 2 21.8 90 0 0 False False 0 0 0 3 0 60 0 0 0 0 0 #3 0.9525 0.709676 1 0 0 0 0 False 0 0 0 0 0 False False False 0 0 0 0 False 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 False 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 False 0 False False 0 0 0 0 0 0 0 0 4 2 66.6666666666667 False 0 1 120 10000 1 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 New Bolt 1 1.5 0.5 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 -1 0 5 10 33 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 False False False 4 4 90 20 2 4 1 0.25 200 60 2 1 True 30 10 0 0 0 0 0 0 18 4 0.5 0.25 False 150 10 0 0 0 0 0 0 False 5 5 False 1.4 1.5 False 0.5 False 30 30 29 True 0 0 30 25 25 25 1 -1 -1 False False False True False False 0.25 40 400 95 False False True True 0.241627435052577 False True 0 False -1 0 True 31 -1 N/A Effective Cohesion c' for Sands (Soil: Rock) 10.021 -1 Possible unreasonably high effective cohesion for a sand. (Soil: Rock) Consider using a smaller cohesion. 5 2 5 Cohesion 1 5 0 -1 7 -1 100 False False False 59 -1 N/A Possible unsafe apparent pressure diagram at excavation. (left wall) 12.07 0 The current apparent pressure diagram assumes 0 pressure at the excavation. This might lead to potentially unsafe calculation of moments and toe safety factors. (left wall) Consider setting the bottom Triangular portion to 0. 8 0 0 N/A 1 8 0 0 2 2 0 False False False 59 -1 N/A Possible unsafe apparent pressure diagram at excavation. (left wall) 12.07 0 The current apparent pressure diagram assumes 0 pressure at the excavation. This might lead to potentially unsafe calculation of moments and toe safety factors. (left wall) Consider setting the bottom Triangular portion to 0. 8 0 0 N/A 1 8 0 0 3 3 0 False False False 59 -1 N/A Possible unsafe apparent pressure diagram at excavation. (left wall) 12.07 0 The current apparent pressure diagram assumes 0 pressure at the excavation. This might lead to potentially unsafe calculation of moments and toe safety factors. (left wall) Consider setting the bottom Triangular portion to 0. 8 0 0 N/A 1 8 0 1 2 2 0 False False False 59 -1 N/A Possible unsafe apparent pressure diagram at excavation. (left wall) 12.07 0 The current apparent pressure diagram assumes 0 pressure at the excavation. This might lead to potentially unsafe calculation of moments and toe safety factors. (left wall) Consider setting the bottom Triangular portion to 0. 8 0 0 N/A 1 8 0 1 3 3 0 False False False 66 -1 N/A Settlement analysis issues( 1st Wall) 14.01 0 Current analysis does not include prestressing and other effects and may overestimate surface settlements. (1st wall) Consider including modifications to Clough stiffness. 15 0 N/A N/A N/A 15 0 0 0 0 Clouph Factors for stage settlements not used False False False 66 -1 N/A Settlement analysis issues (Right Wall) 14.01 0 Current analysis does not include prestressing and other effects and may overestimate surface settlements. (Right Wall) Consider including modifications to Clough stiffness. 15 0 N/A N/A N/A 15 0 0 0 0 Clouph Factors for stage settlements not used False False False 66 -1 N/A Settlement analysis issues( 1st Wall) 14.01 0 Current analysis does not include prestressing and other effects and may overestimate surface settlements. (1st wall) Consider including modifications to Clough stiffness. 15 0 N/A N/A N/A 15 0 0 1 1 Clouph Factors for stage settlements not used False False False 66 -1 N/A Settlement analysis issues (Right Wall) 14.01 0 Current analysis does not include prestressing and other effects and may overestimate surface settlements. (Right Wall) Consider including modifications to Clough stiffness. 15 0 N/A N/A N/A 15 0 0 1 1 Clouph Factors for stage settlements not used False False False 66 -1 N/A Settlement analysis issues( 1st Wall) 14.01 0 Current analysis does not include prestressing and other effects and may overestimate surface settlements. (1st wall) Consider including modifications to Clough stiffness. 15 0 N/A N/A N/A 15 0 0 2 2 Clouph Factors for stage settlements not used False False False 66 -1 N/A Settlement analysis issues (Right Wall) 14.01 0 Current analysis does not include prestressing and other effects and may overestimate surface settlements. (Right Wall) Consider including modifications to Clough stiffness. 15 0 N/A N/A N/A 15 0 0 2 2 Clouph Factors for stage settlements not used False False False 66 -1 N/A Settlement analysis issues( 1st Wall) 14.01 0 Current analysis does not include prestressing and other effects and may overestimate surface settlements. (1st wall) Consider including modifications to Clough stiffness. 15 0 N/A N/A N/A 15 0 0 3 3 Clouph Factors for stage settlements not used False False False 66 -1 N/A Settlement analysis issues (Right Wall) 14.01 0 Current analysis does not include prestressing and other effects and may overestimate surface settlements. (Right Wall) Consider including modifications to Clough stiffness. 15 0 N/A N/A N/A 15 0 0 3 3 Clouph Factors for stage settlements not used False False False False False -1 1 False -1 False True False -1 False 0 False False False 0.2 0.2 -1 False F False 0 1 1 7 7 -25 5 -16.67 5 -8.33 5 0 5 0.6 5 8.67 5 16.67 5 25 5 1 Property 0 Property 1 Property 2 0 1 0 0 0 0 False 0 False 0 False 0 83.0582251280472 119.129880995123 -1 0 30 False 0 0 False 0 False False False 20 0 False False 1.5 14 2 2 False 32 0 5 8 0 0.5 0 3 1.5 2 2.5 3 3 2 2.5 3 4 3 2 2.5 3 3.5 5 2 2.5 3 3.5 4 5 3 0 3 False 3.048 1 1 False 2 10 6 True 0.5 0 0 0 False True 0 False -1 -1 0 -1 -1 True True True False 0 1 1.4 1 0 Harmonic,f=4Hz 0 4 0 1 2 H-Waler 0 W12X106 W12X106 0 False False 0 0 0 0 0 0 False 200100 38834.4 12528.6 2376.1 807.9 201.3 32.799 0 30.991 2.52 1.549 24.719 4.041 344.8 0 0 13.89 7.899 8.539 380.02 1.55 2873333.77 2687.5 1230.7 0 False False False False 0 True False False False 0 0 0 0 0 0 0 0 0 0 0 Φ25 2.5001 4.909 1 6 5.999 29.45 False 0 0 Φ25 2.5001 4.909 1 6 5.999 29.45 False 0 -1 -1 0 2 21.8 90 0 0 False False 0 0 0 27.6 0 413.8 0 0 0 0 0 0 0 1 0 0 0 0 False 0 0 0 0 0 False False False 0 0 0 11.43 False 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 False 0 0 0 False False 2 0 0 0 0 0 0 Φ25 2.5 4.909 1 False 0 False False 0 0 0 0 0 0 0 0 4 2 66.6666666666667 False 0 1 120 10000 1 75 False 1 0 0 False True False 27.6 413.8 344.8 1 0 1 2Channels 0 UPN 300 UPN 300 3 False False 0 0 0 0 0 0 False 0 8029.1 495.3 534.2 67.2 58.8 30 0 10 1.6 1.001 23.599 3.2 344.8 0 0 11.7 2.901 3.419 37.46 0.45 69.82 632.5 129.5 0 False False True False 0 True False False False 0 0 0 0 0 0 0 0 0 0 0 Φ25 2.5001 4.909 1 6 5.999 29.45 False 0 0 Φ25 2.5001 4.909 1 6 5.999 29.45 False 0 -1 -1 0 2 21.8 90 0 0 False False 0 0 0 27.6 0 413.8 0 0 0 0 0 0 0 1 0 0 0 0 False 0 0 0 0 0 False False False 0 0 0 11.43 False 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 False 0 0 0 False False 2 0 0 0 0 0 0 Φ25 2.5 4.909 1 False 0 False False 0 0 0 0 0 0 0 0 4 2 66.6666666666667 False 0 1 120 10000 1 75 True 2 15.001 0 False True False 27.6 413.8 344.8 1 0 1 Concrete80cmx60cm 1 UPN 300 UPN 300 3 False False 0 0 0 0 0 0 False 0 8029.1 495.3 534.2 67.2 58.8 30 0 10 1.6 1.001 23.599 3.2 344.8 0 0 11.7 2.901 3.419 37.46 0.45 69.82 632.5 129.5 0 False False True False RM80x60 0 True False False False 0 0 2559998.1 0 4800 0 60 60 0 80 0 Φ25 2.5001 4.909 1 6 5.999 29.45 False 0 0 Φ25 2.5001 4.909 1 6 5.999 29.45 False 0 -1 -1 0 2 21.8 90 0 0 False False 0 0 0 27.6 0 413.8 0 0 0 0 0 Φ12 1.1999 1.13 1 15.001 15.001 0 0 False 0 0 0 0 0 False False False 0 0 0 11.43 False 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 False 0 0 0 False False 2 0 0 0 0 0 0 Φ25 2.5 4.909 1 False 0 False False 0 0 0 0 0 0 0 0 4 2 66.6666666666667 False 0 1 120 10000 1 75 True 2 15.001 0 False True False 27.6 413.8 344.8 1 0 1 0 66 80 True 20 0.5 False 1 False 1 True 79.9978 0.8 160.0004 0.5 True True False 3 2 3 True 1 False 0 1 :Area Surcharge 0 3 False True True True 3 0 0 0 0 3 25 25 25 25 3 -13 -11 -3 -13 3 16 16 -6 -6 False -23296 0 Area Surcharge 1 3 False True True True 3 0 0 0 0 3 35 35 35 35 4 -8 24 24 19 -8 4 25 25 11 19 19 False -23296 -1 -1 -1 -1 2 5 cm timber lagging 5.001 0 0 0 0 7 cm timber lagging 7 0 0 0 0 9 cm timber lagging 8.999 0 0 0 0 2 0 10 cmConc. Lagging 0 True False False False -2894893 29961.9 8333 833332.8 1000 5.999 100 100 0 10 0 #4 1.27 1.29 1 2 1.999 2.58 False 0 0 #4 1.27 1.29 1 2 1.999 2.58 False 0 -1 -1 0 2 21.8 90 0 0 False False 0 0 2501.66852858266 20 0 413.8 0 168.802 286.9 6.1 0 0 0 1 0 0 0 0 False 0 0 0 0 0 False False False 0 0 0 11.43 False 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 False 0 0 0 False False 2 0 0 0 0 0 0 #4 1.27 1.29 1 False 0 False False 0 0 0 0 0 0 0 0 4 2 66.6666666666667 False 0 1 120 10000 1 75 0 15 cmConc. Lagging 0 True False False False -2894893 29961.9 28124.8 1250001.2 1500 8.999 100 100 0 15.001 0 #4 1.27 1.29 1 2 1.999 2.58 False 0 0 #4 1.27 1.29 1 2 1.999 2.58 False 0 -1 -1 0 2 21.8 90 0 0 False False 0 0 3752.50279287399 20 0 413.8 0 244.398 415.399 10.31 0 0 0 1 0 0 0 0 False 0 0 0 0 0 False False False 0 0 0 11.43 False 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 False 0 0 0 False False 2 0 0 0 0 0 0 #4 1.27 1.29 1 False 0 False False 0 0 0 0 0 0 0 0 4 2 66.6666666666667 False 0 1 120 10000 1 75 0 20 cmConc. Lagging 0 True False False False -2894893 29961.9 66667.8 1666665.5 2000 11.999 100 100 0 20 0 #4 1.27 1.29 1 2 1.999 2.58 False 0 0 #4 1.27 1.29 1 2 1.999 2.58 False 0 -1 -1 0 2 21.8 90 0 0 False False 0 0 5003.33705716532 20 0 413.8 0 320 543.999000000001 14.6 0 0 0 1 0 0 0 0 False 0 0 0 0 0 False False False 0 0 0 11.43 False 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 False 0 0 0 False False 2 0 0 0 0 0 0 #4 1.27 1.29 1 False 0 False False 0 0 0 0 0 0 0 0 4 2 66.6666666666667 False 0 1 120 10000 1 75 17 2 Shaft 2-3/8 x 12 inch helix RAM JACK Not specified www.ramjack.com 6.032 0.483 3.312 41.6 11.5 0 14.7 1.918 66.6 5.6 6.06 False 0 0.914 30.48 0.952 387.15 193.575 0.070142 7.62 False False 1 0.152 413.8 551.7 551.7 464.224 348.168 107.639104167097 5.424 0 3 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Shaft 2-7/8 x 12 inch helix RAM JACK Not specified www.ramjack.com 7.302 0.551 4.602 41.6 18 0 24.6 2.344 133.2 10.58 11.53 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 413.8 551.7 551.7 645.072 483.804 96.8751937503875 5.424 0 3 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Shaft 3-1/2 x 12 inch helix RAM JACK Not specified www.ramjack.com 8.89 0.645 6.579 41.6 32.8 0 44.2 2.924 287.2 16.41 17.63 False 0 0.914 30.48 1.27 716.45 358.225 0.066797 7.62 False False 1 0.152 413.8 551.7 551.7 922.04 691.53 86.1112833336778 16.272 0 3 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Shaft 4-1/2 x 12 inch helix RAM JACK Not specified www.ramjack.com 11.43 1.113 14.196 41.6 85.2 0 119.6 3.67 969.8 31.19 34.17 False 0 0.914 30.48 1.27 841.05 420.525 0.06271 7.62 False False 1 0.152 413.8 551.7 551.7 1989.684 1492.263 86.1112833336778 28.476 0 3 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH313-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 7.62 0.318 2.868 41.6 13.1 0 16.4 2.586 1556.7 43.39 53.43 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 401.928 326.568 86.1112833336778 5.424 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH313R-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 7.62 0.318 2.868 41.6 13.1 0 16.4 2.586 1556.7 65.09 80.14 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 401.928 326.568 86.1112833336778 8.136 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH325-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 7.62 0.635 5.486 41.6 22.9 0 31.1 2.482 2743 94.92 116.89 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 768.907 624.736 86.1112833336778 11.797 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH325R-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 7.62 0.635 5.486 41.6 22.9 0 31.1 2.482 2743 138.31 170.18 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 768.907 624.736 86.1112833336778 17.221 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH425-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 10.16 0.635 7.48 41.6 42.6 0 57.4 3.376 6926.1 185.77 228.62 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 1048.509 851.912 61.3542893752454 32.544 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH425R-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 10.16 0.635 7.48 41.6 42.6 0 57.4 3.376 6926.1 216.96 267 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 1048.509 851.912 61.3542893752454 37.968 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH431-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 10.16 0.787 9.129 41.6 50.8 0 68.8 3.325 8203.9 223.74 275.4 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 1279.344 1039.467 61.3542893752454 39.324 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH431R-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 10.16 0.787 9.129 41.6 50.8 0 68.8 3.325 8203.9 263.06 323.81 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 1279.344 1039.467 61.3542893752454 46.104 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH625-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 14.529 0.635 10.912 41.6 91.8 0 122.9 4.917 21444.2 249.5 307.13 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 1529.42 1242.654 49.5139879168647 54.24 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH625R-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 14.529 0.635 10.912 41.6 91.8 0 122.9 4.917 21444.2 280.69 345.51 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 1529.42 1242.654 49.5139879168647 61.02 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH637-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 14.529 0.94 15.796 41.6 127.8 0 173.7 4.816 29777.2 362.05 445.58 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 2213.888 1798.783 49.5139879168647 78.648 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH637R-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 14.529 0.94 15.796 41.6 127.8 0 173.7 4.816 29777.2 405.44 499.01 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 2213.888 1798.783 49.5139879168647 88.14 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH646-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 14.529 1.168 19.309 41.6 152.4 0 209.8 4.742 35283.9 461.04 567.49 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 2706.098 2198.705 49.5139879168647 100.344 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 MH646R-Galvanized Magnum piering 1-800-822-7437 www.magnumpiering.com 14.529 1.168 19.309 41.6 152.4 0 209.8 4.742 35283.9 517.99 637.59 False 0 0.914 30.48 1.27 569.6 284.8 0.068748 7.62 False False 1 0.152 448.3 551.7 551.7 2706.098 2198.705 49.5139879168647 112.548 0 3.25 3625 False 0 0 False 0 0 0 0 0 0 0 0 -16777216 -2894893 0 0 0 0 2 False False 0 0 0 0 0 0 0 0 0 0 0 0 0.6 False 0 False 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -1 -1 PL25x25x1 False 1.001 25.001 25.001 False 0 0 0 0 BPLATE_000000 0 PL25x25x1.5 False 1.501 25.001 25.001 False 0 0 0 0 BPLATE_000001 0 PL25x25x2 False 1.999 25.001 25.001 False 0 0 0 0 BPLATE_000002 0 PL25x25x2.5 False 2.499 25.001 25.001 False 0 0 0 0 BPLATE_000003 0 PL25x25x3 False 3 25.001 25.001 False 0 0 0 0 BPLATE_000004 0 PL25x25x3.5 False 3.5 25.001 25.001 False 0 0 0 0 BPLATE_000005 0 PL30x30x1 False 1.001 30 25.001 False 0 0 0 0 BPLATE_000006 0 PL30x30x1.5 False 1.501 30 25.001 False 0 0 0 0 BPLATE_000007 0 PL30x30x2 False 1.999 30 25.001 False 0 0 0 0 BPLATE_000008 0 PL30x30x2.5 False 2.499 30 25.001 False 0 0 0 0 BPLATE_000009 0 PL30x30x3 False 3 30 25.001 False 0 0 0 0 BPLATE_000010 0 PL30x30x3.5 False 3.5 30 25.001 False 0 0 0 0 BPLATE_000011 0 PL35x35x1 False 1.001 35.001 25.001 False 0 0 0 0 BPLATE_000012 0 PL35x35x1.5 False 1.501 35.001 25.001 False 0 0 0 0 BPLATE_000013 0 PL35x35x2 False 1.999 35.001 25.001 False 0 0 0 0 BPLATE_000014 0 PL35x35x2.5 False 2.499 35.001 25.001 False 0 0 0 0 BPLATE_000015 0 PL35x35x3 False 3 35.001 25.001 False 0 0 0 0 BPLATE_000016 0 PL35x35x3.5 False 3.5 35.001 25.001 False 0 0 0 0 BPLATE_000017 0 -1 Wale support 0 5 5 1 0 0 0 75 50 3 10 0 False 1 HYD. STRUT N/A HYDSTRUT_1 False 0
0 False 1 False False 0 0 0 0 0 0 True 206000.2 119221.2 119221.2 3960.8 3960.8 276.62 60.201 1.501 1.001 1.501 1.501 1.001 1.001 235.2 0 0 20.7602547847791 20.759 0 238438.2 2.13 0 5170.1 5170.1 0 False False -256 0 0 False 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 False 0 3.002 0 0 3 2 0 3.002 0 0 3 2 True 0 0.5 2305.51 25750.1 54.181 48.161 0.5 0.625 0.25 0.2 1 0.55 -1 False False 1 1 248.3 0 False False 0 0 0 0 0 0 True 206000.2 0 0 0 0 0 0 0 0 0 0 0 0 248.3 0 0 0 0 0 0 0 0 0 0 0 False False False 1 0 -256 False 2 False False 0 0 0 0 0 0 True 206000.2 0 0 0 0 0 0 0 0 0 0 0 0 248.3 0 0 0 0 0 0 0 0 0 0 0 False False 0 0 2 False False 0 0 0 0 0 0 True 206000.2 0 0 0 0 0 0 0 0 0 0 0 0 248.3 0 0 0 0 0 0 0 0 0 0 0 False False False 2 False False 0 0 0 0 0 0 True 206000.2 0 0 0 0 0 0 0 0 0 0 0 0 248.3 0 0 0 0 0 0 0 0 0 0 0 False False 0 0 0 0 0 0 0 0 0 0 0 0 0 3.96 0 False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 False 0 0 0 0 0 0 0 -1 0.5 -100 2 0.666666666666667 1 0 1 60 True 0 60 False False 3.81 4.267 0.61 0.61 False 32 0 5 8 0 0.5 0 3 0.4572 0.6096 0.762 0.9144 3 0.6096 0.762 0.9144 1.2192 3 0.6096 0.762 0.9144 1.0668 5 0.6096 0.762 0.9144 1.0668 1.2192 1.524 False True 0 Brick buildings with L/H>3 [16. D.E. POLSHIN and R.A. TOKAR: Maximum allowable non-uniform settlement of structures, Proc of the 4th Int. conference on Soil Mechanics and Found. Eng, 1957, Vol. 1, 402-405]0 Tensile from flexure 0.0005 0.0005 0.0005 1 Full scale frames with brick in-fill [17. R.J. MAINSTONE: On the stiffness and strenghs of in-filled frames, Proc. of the Inst. of Civ. Engrs., 1971, Supplemental Vol. IV, Paper 7360S, 57-90
18. R.J. MAINSTONE and G.A. WEEKS: The influence of bounding frame on the racking stiffness and strengths of brick walls, Proc. of the 2nd Int. Brick and Masonry Conf., England, 1970, 165-171]1 Diagonal tensile 0.001 0.00081 0.00137 2 Shear approximation 0.0021 0.0016 0.0027 2 Full brick walls with supporting concrete beams 1.2 <L/H<3 [19. J. BURHOUSE: Composite action between brick panel walls amd their supporting beams, Proc., Inst. of Civ. Engrs, 1969, Part. III, 5, 782-783]0 Tensile from flexure 0.00049 0.00038 0.0006 3 Concrete beams supporting brick walls [19. J. BURHOUSE: Composite action between brick panel walls amd their supporting beams, Proc., Inst. of Civ. Engrs, 1969, Part. III, 5, 782-783]0 Tensile from flexure 0.00035 0.00035 0.00035 4 Fibreboard or plywood on wood frame [20. M. BOZOZUK, Soil shrinkage damages shallow foundations at Ottawa Canada, The Engineering Journal, 1964, Part III, 5, 782-783]4 Shear strain 0.01 0.0066 0.0166 5 Gypsum fibreboard on wood frame [20. M. BOZOZUK, Soil shrinkage damages shallow foundations at Ottawa Canada, The Engineering Journal, 1964, Part III, 5, 782-783]4 Shear strain 0.0053 0.0037 0.007 6 Structural clay tiles with cement-lime mortar [20. M. BOZOZUK, Soil shrinkage damages shallow foundations at Ottawa Canada, The Engineering Journal, 1964, Part III, 5, 782-783]4 Shear strain 0.001 0.001 0.001 7 Clay brick with cement-lime mortar [20. M. BOZOZUK, Soil shrinkage damages shallow foundations at Ottawa Canada, The Engineering Journal, 1964, Part III, 5, 782-783]4 Shear strain 0.0015 0.001 0.002 8 Cement-lime mortared concrete blocks. [20. M. BOZOZUK, Soil shrinkage damages shallow foundations at Ottawa Canada, The Engineering Journal, 1964, Part III, 5, 782-783]4 Shear strain 0.001 0.001 0.001 9 Full scale brick wall in field test [22. G.S. LITTLEJOHN: Observations on brick walls subjected to mining subsidence, Proc. of the Conf. on settlement of structures, Cambridge, 1974, 384-393
23. G.S. LITTLEJOHN: DiscussionConf. on settlement of structures, Cambridge, 1974, 764-767
]6 Tension 0.0002 0.00025 0.0003 1 0 9 0 5 2 0 0 0 0 18 0 0 6 0 0 0 0 -1 -1 False 0.5 -1 True -1 -1 True False False False 0 False 9.144 3.048 True <TimeLine><Name /><Tag /><TimeEvents /></TimeLine> 0 0 .xyh -1 0 False 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 75 1.5 0.35 0.15 0.5 0 1 0 8 RCP: Reinforced Concrete Pipe UTILDMGP_1 0 -1 1 -16744448 0 0 5 True 0.0003 0 0 False 0 0 0 False 0 0 3 True 0.00436329543979727 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.00045 0.0003 0 False 0 0 0 False 0 0 3 True 0.00654489124192674 0.00436329543979727 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0006 0.00045 0 False 0 0 0 False 0 0 3 True 0.00872642474605418 0.00654489124192674 0 False 0 0 0 False 0 0 Brick UTILDMGP_2 1 -1 1 -16744448 0 0 5 True 0.00015 0 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.0003 0.00015 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0004 0.0003 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 WSP: Welded Steel Pile UTILDMGP_3 2 -1 1 -16744448 0 0 5 True 0.0006 0 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.0009 0.0006 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0012 0.0009 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 CIP: Cast In Place Concrete UTILDMGP_4 3 -1 1 -16744448 0 0 5 True 0.0003 0 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.00045 0.0003 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0006 0.00045 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 0 False 0 0 TCP: Terra Cotta Pipe UTILDMGP_5 4 -1 1 -16744448 0 0 5 True 0.0003 0 0 False 0 0 0 False 0 0 3 True 0.00436329543979727 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.00045 0.0003 0 False 0 0 0 False 0 0 3 True 0.00654489124192674 0.00436329543979727 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0006 0.00045 0 False 0 0 0 False 0 0 3 True 0.00872642474605418 0.00654489124192674 0 False 0 0 0 False 0 0 VCP: Vitrified Clay Pipe UTILDMGP_6 5 -1 1 -16744448 0 0 5 True 0.0003 0 0 False 0 0 0 False 0 0 3 True 0.00436329543979727 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.00045 0.0003 0 False 0 0 0 False 0 0 3 True 0.00654489124192674 0.00436329543979727 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0006 0.00045 0 False 0 0 0 False 0 0 3 True 0.00872642474605418 0.00654489124192674 0 False 0 0 0 False 0 0 DIP: Ductile Iron Pipe UTILDMGP_7 6 -1 1 -16744448 0 0 5 True 0.0006 0 0 False 0 0 0 False 0 0 3 True 0.00436329543979727 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.0009 0.0006 0 False 0 0 0 False 0 0 3 True 0.00654489124192674 0.00436329543979727 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0012 0.0009 0 False 0 0 0 False 0 0 3 True 0.00872642474605418 0.00654489124192674 0 False 0 0 0 False 0 0 Cast Iron Pipe UTILDMGP_8 7 15.24 1 -16744448 0 0 5 True 0.0004 0 0 False 0 0 4 True 0.2032 0 3 True 0.0191962635054851 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.0006 0.0004 0 False 0 0 4 True 0.3048 0.2032 3 True 0.0287899757074638 0.0191962635054851 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0008 0.0006 0 False 0 0 4 True 0.4064 0.3048 3 True 0.0383783899154245 0.0287899757074638 0 False 0 0 0 False 0 0 20.32 1 -16744448 0 0 5 True 0.0004 0 0 False 0 0 4 True 0.2032 0 3 True 0.0157066715309826 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.0006 0.0004 0 False 0 0 4 True 0.3048 0.2032 3 True 0.0235575860960877 0.0157066715309826 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0008 0.0006 0 False 0 0 4 True 0.4064 0.3048 3 True 0.0314055972264201 0.0235575860960877 0 False 0 0 0 False 0 0 25.4 1 -16744448 0 0 5 True 0.0004 0 0 False 0 0 4 True 0.2032 0 3 True 0.0139617267596134 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.0006 0.0004 0 False 0 0 4 True 0.3048 0.2032 3 True 0.0209408894813432 0.0139617267596134 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0008 0.0006 0 False 0 0 4 True 0.4064 0.3048 3 True 0.0279180125266948 0.0209408894813432 0 False 0 0 0 False 0 0 30.48 1 -16744448 0 0 5 True 0.0004 0 0 False 0 0 4 True 0.2032 0 3 True 0.0122166969564303 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.0006 0.0004 0 False 0 0 4 True 0.3048 0.2032 3 True 0.01832390602511 0.0122166969564303 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0008 0.0006 0 False 0 0 4 True 0.4064 0.3048 3 True 0.0244297483735111 0.01832390602511 0 False 0 0 0 False 0 0 40.64 1 -16744448 0 0 5 True 0.0004 0 0 False 0 0 4 True 0.2032 0 3 True 0.00872642474605418 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.0006 0.0004 0 False 0 0 4 True 0.3048 0.2032 3 True 0.0130892218231807 0.00872642474605418 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0008 0.0006 0 False 0 0 4 True 0.4064 0.3048 3 True 0.0174515206514658 0.0130892218231807 0 False 0 0 0 False 0 0 50.8 1 -16744448 0 0 5 True 0.0004 0 0 False 0 0 4 True 0.1778 0 3 True 0.00698120359098605 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.0006 0.0004 0 False 0 0 4 True 0.2667 0.1778 3 True 0.0104715927436115 0.00698120359098605 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0008 0.0006 0 False 0 0 4 True 0.3556 0.2667 3 True 0.0139617267596134 0.0104715927436115 0 False 0 0 0 False 0 0 60.96 1 -16744448 0 0 5 True 0.0004 0 0 False 0 0 4 True 0.1524 0 3 True 0.00523593990757765 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.0006 0.0004 0 False 0 0 4 True 0.2286 0.1524 3 True 0.00785382014892679 0.00523593990757765 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0008 0.0006 0 False 0 0 4 True 0.3048 0.2286 3 True 0.0104715927436115 0.00785382014892679 0 False 0 0 0 False 0 0 76.2 1 -16744448 0 0 5 True 0.0004 0 0 False 0 0 4 True 0.1524 0 3 True 0.00349064432655382 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.0006 0.0004 0 False 0 0 4 True 0.2286 0.1524 3 True 0.00523593990757765 0.00349064432655382 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0008 0.0006 0 False 0 0 4 True 0.3048 0.2286 3 True 0.00698120359098605 0.00523593990757765 0 False 0 0 0 False 0 0 101.6 1 -16744448 0 0 5 True 0.0004 0 0 False 0 0 4 True 0.127 0 3 True 0.00261798789686704 0 0 False 0 0 0 False 0 0 2 -23296 0 0 5 True 0.0006 0.0004 0 False 0 0 4 True 0.1905 0.127 3 True 0.00392697063079597 0.00261798789686704 0 False 0 0 0 False 0 0 3 -65536 0 0 5 True 0.0008 0.0006 0 False 0 0 4 True 0.254 0.1905 3 True 0.00523593990757765 0.00392697063079597 0 False 0 0 0 False 0 0 1 3 0 Typical 16.5 6.6 4 8 0.5 2 3 3 5 5 2500000 6500000 30 1 0.75 COSTPROF_1 1 Typical NYC service profile OPERPROF_1 100 3 Typical 24hr weekend profile 1 6 0 15 False 0 0.25 10 False 0.25 0.416666666666667 7.5 False 0.416666666666667 0.916666666666667 10 False 0.916666666666667 1 Typical 24hr daily profile 4 1 2 3 4 5 15 False 0 0.25 10 False 0.25 0.291666666666667 5 False 0.291666666666667 0.375 7.5 False 0.375 0.666666666666667 5 False 0.666666666666667 0.5 10 False 0.25 0.458333333333333 2 1 2 Typical London service profile OPERPROF_2 100 3 Typical 18hr weekend profile 1 6 0 10 False 0 0.0416666666666667 5 True 0.0416666666666667 0.25 10 False 0.25 0.416666666666667 7.5 False 0.416666666666667 0.916666666666667 10 False 0.916666666666667 1 Typical 18hr daily profile 4 1 2 3 4 5 5 True 0 0.25 10 False 0.25 0.291666666666667 5 False 0.291666666666667 0.375 7.5 False 0.375 0.666666666666667 5 False 0.666666666666667 0.5 10 False 0.25 0.458333333333333 2 1 2 Typical Athens service profile OPERPROF_3 100 3 Typical 18hr weekend profile 1 6 0 10 False 0 0.0416666666666667 5 True 0.0416666666666667 0.25 10 False 0.25 0.416666666666667 7.5 False 0.416666666666667 0.916666666666667 10 False 0.916666666666667 1 Typical 18hr daily profile 4 1 2 3 4 5 5 True 0 0.25 10 False 0.25 0.291666666666667 5 False 0.291666666666667 0.375 7.5 False 0.375 0.666666666666667 5 False 0.666666666666667 0.5 10 False 0.25 0.458333333333333 2 1 2 2 NYC-MTA RIDRSH_0 1524 127 33 10 2.75 0 0 1 0.2 0.3 8 0.1 24 0.05 30 0.1 7 2 0.1 0.2 8 0.15 24 0.1 30 0.075 15 3 0.05 0.1 8 0.1 24 0.05 30 0.025 15 4 0 0.05 8 0.05 24 0.1 30 0.2 10 London RIDRSH_1 1536 147.5 38.4 14.4 7.7 0 0 1 0.2 0.3 8 0.1 24 0.05 30 0.1 7 2 0.1 0.2 8 0.15 24 0.1 30 0.075 15 3 0.05 0.1 8 0.1 24 0.05 30 0.025 15 4 0 0.05 8 0.05 24 0.1 30 0.2 10 Athens RIDRSH_2 300 27 11.48 4.1 1.2 0 0 1 0.2 0.3 8 0.1 24 0.05 30 0.1 7 2 0.1 0.2 8 0.15 24 0.1 30 0.075 15 3 0.05 0.1 8 0.1 24 0.05 30 0.025 15 4 0 0.05 8 0.05 24 0.1 30 0.2 10 -1 -1 -1 -1 -1 0.8 0 1.4 1.4 0 -1 -1 1 0 2 Concrete pile 60.96 12.7 10 0.31 1 0.11 10 0 0 0 0 #5 #3 15.24 False False 0 0 0 0 0 0 0 4 2 66.6666666666667 False 0 1 120 10000 1 75 RE4x4 1 103.23 10.16 10.16 0 False 0 0 0 2 0 RE4x6 1 154.84 10.16 15.24 0 False 0 0 0 2 0 RE6x4 1 154.84 15.24 10.16 0 False 0 0 0 2 0 RE6x6 1 232.26 15.24 15.24 0 False 0 0 0 2 0 RE6x8 1 309.68 15.24 20.32 0 False 0 0 0 2 0 RE8x6 1 309.68 20.32 15.24 0 False 0 0 0 2 0 RE8x8 1 412.9 20.32 20.32 0 False 0 0 0 2 0 RE8x10 1 516.13 20.32 25.4 0 False 0 0 0 2 0 RE10x8 1 516.13 25.4 20.32 0 False 0 0 0 2 0 RE10x10 1 645.16 25.4 25.4 0 False 0 0 0 2 0 RE10x12 1 774.19 25.4 30.48 0 False 0 0 0 2 0 RE12x10 1 774.19 30.48 25.4 0 False 0 0 0 2 0 RE12x12 1 929.03 30.48 30.48 0 False 0 0 0 2 0 RE4x4 1 103.23 10.16 10.16 0 False 0 0 0 2 0 RE4x6 1 154.84 10.16 15.24 0 False 0 0 0 2 0 RE6x4 1 154.84 15.24 10.16 0 False 0 0 0 2 0 RE6x6 1 232.26 15.24 15.24 0 False 0 0 0 2 0 RE6x8 1 309.68 15.24 20.32 0 False 0 0 0 2 0 RE8x6 1 309.68 20.32 15.24 0 False 0 0 0 2 0 RE8x8 1 412.9 20.32 20.32 0 False 0 0 0 2 0 RE8x10 1 516.13 20.32 25.4 0 False 0 0 0 2 0 RE10x8 1 516.13 25.4 20.32 0 False 0 0 0 2 0 RE10x10 1 645.16 25.4 25.4 0 False 0 0 0 2 0 RE10x12 1 774.19 25.4 30.48 0 False 0 0 0 2 0 RE12x10 1 774.19 30.48 25.4 0 False 0 0 0 2 0 RE12x12 1 929.03 30.48 30.48 0 False 0 0 0 2 0 0 0 0 0 0 roadmap 0 GoogleSatelliteMap False False False 0 0 400 400 False Project area 0 0 False 0 0 0 12 36 8 N0 N_4 0 0 0 False N1 N_5 0 30 0 False N2 N_6 30 30 0 False N3 N_7 30 0 0 False N4 N_8 -8 16 0 False N5 N_9 18 16 0 False N6 N_10 24 8 0 False N7 N_11 24 -6 0 False N8 N_12 0 -6 0 False 3 NV0 -50 -400 NV_33 0 0 NV1 -50 400 NV_34 0 0 NV2 50 400 NV_35 0 0 NV3 50 -400 NV_36 0 0 1 Project Perimeter False 0 NV_33 0 True 1 NV_34 0 True 2 NV_35 0 True 3 NV_36 0 True Excavation Perimeter False 4 N_8 0 False 5 N_9 0 False 6 N_10 0 False 7 N_11 0 False 8 N_12 0 False Natural Surface True 0 False False False False -1 -1 0 0 0 0 0 -2968436 3 True True True True 3 0 0 0 0 False False 0 False 0 0 0 0 False 0 0 0 0 0 True Excavation Surface 1 True 1 False False False True -1 -1 0 0 0 0 1 -989556 3 False True True True 3 0 -3 -3 -6 True True 0 False 0 0 0 0 False 0 0 0 0 0 False Outer water table False 0 False False False False -1 -1 -2 0 0 0 2 0 3 True True True True 3 -2 -2 -2 -2 True False 0 False 0 0 0 0 False 0 0 0 0 0 True Internal water & 1 True 1 False False False False -1 -1 -2 0 0 0 2 0 3 True True True True 3 -2 -3 -3 -6 True False 0 False 0 0 0 0 False 0 0 0 0 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1 Driven pile methods 0 2 66 66 3 3 False 0 False False 0 False 5 False 0 0 4 True False 0 0 5 False False 1 0 True False False 4 1 2 100 False 0.9 False False 1 0 False False False 0 False 1 1 0 0.4 2.5 1 False 0 0 25 False 0 0 4 4 False False 0 False False 5000 False False 8 0 0.125 0.25 0.375 0.5 0.75 1 1.5 2 False False 0.375 False 1 0 1
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1 Drilled Micropile methods 0 4 66 100 3 3 False 0 False False 0 False 5 False 0 0 3 True False 0 0 4 False False 1 0 True False False 4 1 2 100 False 0.9 False False 1 0 False False False 0 False 1 1 0 0.4 2.5 1 False 0 0 25 False 0 0 4 4 False False 0 False False 5000 False False 8 0 0.125 0.25 0.375 0.5 0.75 1 1.5 2 False False 0.375 False 1 0 1
1 1 1
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