Determine the consolidation settlement of piles group shown below. Sand y = 105 lb/ft³ Groundwater table 45 ft 2V:1H Clay Clay (not to scale) Q₂ = 500 Kip Ao A0 (2) - 3 ft 27 ft 21 ft (3) 40(3) 2V:IH 6 ft Cay Ysat = 115 lb/ft³ 48 ft = 0.82 Fa C₁ = 0.3 Ysat = 120 lb/ft³ € = 0.7 12 ft C₁ = 0.2 Ysat = 122 lb/ft³ 6te=0.75 C₂ = 0.25 Rock Pile group: L = 9 ft: B,= 6 ft
Determine the consolidation settlement of piles group shown below. Sand y = 105 lb/ft³ Groundwater table 45 ft 2V:1H Clay Clay (not to scale) Q₂ = 500 Kip Ao A0 (2) - 3 ft 27 ft 21 ft (3) 40(3) 2V:IH 6 ft Cay Ysat = 115 lb/ft³ 48 ft = 0.82 Fa C₁ = 0.3 Ysat = 120 lb/ft³ € = 0.7 12 ft C₁ = 0.2 Ysat = 122 lb/ft³ 6te=0.75 C₂ = 0.25 Rock Pile group: L = 9 ft: B,= 6 ft
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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