For the pile cap shown, find the maximum allowable load (V) if F.S. = 2 and maximum allowable consolidation settlement is 7 cm. Square pile cap 2.5 2.5 1.5 m M-150 kN.m Myy = 150 kN.m Ye-24 kN/m² Precast piles 0.3 0.3 12 m 2 m 2 m X 7 m 3 m Med. Sand 4 m Fill W.T Soft Clay Ce=0.2 e=0.7 Silty clay y 1.5 m Sand 1.5 m G. S. TH Y-15 kN/m³ $=30° C = 50 kPa Ysat 17 kN/m³ -30° Ysat. -16 kN/m² c=20 kPa Ysat. 18 kN/m³ c=20 kPa -30° L.L=50% e=0.9

For the pile cap shown, find the maximum allowable load (V) if F.S. = 2 and maximum allowable consolidation settlement is 7 cm. Square pile cap 2.5 2.5 1.5 m M-150 kN.m Myy = 150 kN.m Ye-24 kN/m² Precast piles 0.3 0.3 12 m 2 m 2 m X 7 m 3 m Med. Sand 4 m Fill W.T Soft Clay Ce=0.2 e=0.7 Silty clay y 1.5 m Sand 1.5 m G. S. TH Y-15 kN/m³ $=30° C = 50 kPa Ysat 17 kN/m³ -30° Ysat. -16 kN/m² c=20 kPa Ysat. 18 kN/m³ c=20 kPa -30° L.L=50% e=0.9

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter9: Pile Foundations

Section: Chapter Questions

Problem 9.30P

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