Determine the consolidation settlement of piles group shown below.Sandy = 105 lb/ft³Groundwatertable:2V:1HClayClay(not to scale)(30 fQ = 500 KipΔαίνAσ(2)∙3 ft27 ft21 ft(3), 40(3)2V:1H6 ftClay=Ysat48 ft e,, = 0.82C₁ = 0.3115 lb/ft³7. RockPile group: L = 9 ft: B₂ = 6 ftYsat = 120 lb/ft³-0.7ea12 ft C = 0.2$6 it eYsat = 122 lb/ft³= 0.75C = 0.25

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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

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 9.2P: Refer to the pile shown in Figure P9.1. Estimate the side resistance Qs by Using Eqs. (9.40) through...

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