CLAY Total Q-3600 KN Df-8.0m SOFT CLAY End Bearing Piles -0.0001 KN Q1-77 02-33.9 AN/m2 03-19.9KN/2 very dense gravel 12

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answerhappygod
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CLAY Total Q-3600 KN Df-8.0m SOFT CLAY End Bearing Piles -0.0001 KN Q1-77 02-33.9 AN/m2 03-19.9KN/2 very dense gravel 12

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Clay Total Q 3600 Kn Df 8 0m Soft Clay End Bearing Piles 0 0001 Kn Q1 77 02 33 9 An M2 03 19 9kn 2 Very Dense Gravel 12 1
Clay Total Q 3600 Kn Df 8 0m Soft Clay End Bearing Piles 0 0001 Kn Q1 77 02 33 9 An M2 03 19 9kn 2 Very Dense Gravel 12 1 (39.97 KiB) Viewed 34 times
Clay Total Q 3600 Kn Df 8 0m Soft Clay End Bearing Piles 0 0001 Kn Q1 77 02 33 9 An M2 03 19 9kn 2 Very Dense Gravel 12 2
Clay Total Q 3600 Kn Df 8 0m Soft Clay End Bearing Piles 0 0001 Kn Q1 77 02 33 9 An M2 03 19 9kn 2 Very Dense Gravel 12 2 (29.33 KiB) Viewed 34 times
CLAY Total Q-3600 KN Df-8.0m SOFT CLAY End Bearing Piles -0.0001 KN Q1-77 02-33.9 AN/m2 03-19.9KN/2 very dense gravel 12 piles group

determine 1. Q1, Q2, Q3 2. Settlement S1, S2
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