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. Soil profile and properties of each layer are shown below, the water table is located 2.5m below the ground surface. Sand above water table is 40% saturated. AP = 40 kPa Stratum Soil Type Void ratio Other Properties 0-6m Sand e = 0.65 Gs = 2.65 6m -10m Clay e= 0.85 Gs = 2.70 ; LL = 48% a. Estimate the settlement of a Normally consolidated soil. b. Estimate the settlement if the Preconsolidation pressure is 140 kPa. c. How many years will it take to occur 80 % of the settlement if Cv = 0.002 cm³/sec.

. Soil profile and properties of each layer are shown below, the water table is located 2.5m below the ground surface. Sand above water table is 40% saturated. AP = 40 kPa Stratum Soil Type Void ratio Other Properties 0-6m Sand e = 0.65 Gs = 2.65 6m -10m Clay e= 0.85 Gs = 2.70 ; LL = 48% a. Estimate the settlement of a Normally consolidated soil. b. Estimate the settlement if the Preconsolidation pressure is 140 kPa. c. How many years will it take to occur 80 % of the settlement if Cv = 0.002 cm³/sec.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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CR = 1/6CC

2. Soil profile and properties of each layer are shown below, the water table is located 2.5m below the ground surface. Sand above water table is 40% saturated. AP = 40 kPa Soil Type Stratum Void ratio Other Properties Sand e = 0.65 0-6m Gs = 2.65 Clay e = 0.85 Gs = 2.70 LL = 48% 6m -10m a. Estimate the settlement of a Normally consolidated soil. b. Estimate the settlement if the Preconsolidation pressure is 140 kPa. c. How many years will it take to occur 80 % of the settlement if Cy = 0.002 cm?/sec. d. Find the total Lateral pressure acting at the incremental element.
Transcribed Image Text:2. Soil profile and properties of each layer are shown below, the water table is located 2.5m below the ground surface. Sand above water table is 40% saturated. AP = 40 kPa Soil Type Stratum Void ratio Other Properties Sand e = 0.65 0-6m Gs = 2.65 Clay e = 0.85 Gs = 2.70 LL = 48% 6m -10m a. Estimate the settlement of a Normally consolidated soil. b. Estimate the settlement if the Preconsolidation pressure is 140 kPa. c. How many years will it take to occur 80 % of the settlement if Cy = 0.002 cm?/sec. d. Find the total Lateral pressure acting at the incremental element.
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