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Refer to Figure 11.46. If the consolidation properties of the clay are rep- resented by the test results given in Problem 11.4, determine the primary P Clay Df Yd H1 GWT Bx L Ysat H2 Clay Ysat

Refer to Figure 11.46. If the consolidation properties of the clay are rep- resented by the test results given in Problem 11.4, determine the primary P Clay Df Yd H1 GWT Bx L Ysat H2 Clay Ysat

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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Refer to Figure 11.46. If the consolidation properties of the clay are rep- resented by the test results given in Problem 11.4, determine the primary 11.9 P Clay Df Yd H1 GWT B × L Ysat Clay Ysat Sandy gravel Figure 11.46 Copyright 2018 Cengage Learning. All Rights Reserved. May not be copied, scanned, or duplicated, in whole or in part. WCN 02-200-203 Problems consolidation settlement of the clay layer. Given: P = 675 kN, B = L = 3 m, D, = 2 m, H, = 4 m, and H, = 6 m. The soil properties are Sand: Ya 15 kN/m³; Ysat = 18 kN/m³ Clay: Ysat 18.9 kN/m³; e, = 1.18 P at the middle of the clay layer.) BL (Use Δσ' =
Transcribed Image Text:Refer to Figure 11.46. If the consolidation properties of the clay are rep- resented by the test results given in Problem 11.4, determine the primary 11.9 P Clay Df Yd H1 GWT B × L Ysat Clay Ysat Sandy gravel Figure 11.46 Copyright 2018 Cengage Learning. All Rights Reserved. May not be copied, scanned, or duplicated, in whole or in part. WCN 02-200-203 Problems consolidation settlement of the clay layer. Given: P = 675 kN, B = L = 3 m, D, = 2 m, H, = 4 m, and H, = 6 m. The soil properties are Sand: Ya 15 kN/m³; Ysat = 18 kN/m³ Clay: Ysat 18.9 kN/m³; e, = 1.18 P at the middle of the clay layer.) BL (Use Δσ' =
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