Determine the consolidation settlement of piles group shown below.Sandy = 105 lb/ft³Groundwatertable45 ft2V:1HClayClay(not to scale)30 ftQ₂ = 500 KipdiAA0(2)x 3 ft27 ft21 ft(3 40(3)2V:IH6 ftCayYsat = 115 lb/ft³48 ft = 0.82C₁ = 0.3Ysat = 120 lb/ft³€ = 0.712 ft C = 0.2RockPile group: L = 9 ft: B,= 6 ftYsat = 122 lb/ft³6te = 0.75C₂ = 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 (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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Determine the consolidation settlement of piles group shown below. Sand y = 105 lb/ft³ Groundwater table: 2V:1H Clay Clay (not to scale) (30 f Q = 500 Kip Δαίν Aσ(2) ∙3 ft 27 ft 21 ft (3), 40(3) 2V:1H 6 ft Clay = Ysat 48 ft e,, = 0.82 C₁ = 0.3 115 lb/ft³ 7. Rock Pile group: L = 9 ft: B₂ = 6 ft Ysat = 120 lb/ft³ -0.7 ea 12 ft C = 0.2 $6 it e Ysat = 122 lb/ft³ = 0.75 C = 0.25
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