Determine the consolidation settlement of piles group shown below. Sand y = 105 lb/ft³ Groundwater table: 45 ft 2V:1H Clay Clay II (not to scale) (30 ft Q₁ = 500 Kip 0₁ Ao Ad(2) - 3 ft 27 ft 21 ft (3) 40(3) 2V:IH 6 ft Clay Ysat = 115 lb/ft³ 48 ft e = 0.82 C₁ = 0.3 Ysat = 120 lb/ft³ = 0.7 to € 12 ft C = 0.2 Rock |Pile group: L₂ = 9 ft: B₂ = 6 ft Ysat 6 it e = 122 lb/ft³ = 0.75 C = 0.25
Determine the consolidation settlement of piles group shown below. Sand y = 105 lb/ft³ Groundwater table: 45 ft 2V:1H Clay Clay II (not to scale) (30 ft Q₁ = 500 Kip 0₁ Ao Ad(2) - 3 ft 27 ft 21 ft (3) 40(3) 2V:IH 6 ft Clay Ysat = 115 lb/ft³ 48 ft e = 0.82 C₁ = 0.3 Ysat = 120 lb/ft³ = 0.7 to € 12 ft C = 0.2 Rock |Pile group: L₂ = 9 ft: B₂ = 6 ft Ysat 6 it e = 122 lb/ft³ = 0.75 C = 0.25
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter18: Pile Foundation
Section: Chapter Questions
Problem 18.26CTP
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