3. Calculate the total primary consolidation settlement of the soil layes as shown in Figure 3 below. (500 +10Y)KN EGL Sand Y- 18 kN/m 2 m 2 mx 3 m 1 m Assume, Yar - 18.5 kN/m G- (1/6) Cc for both layers Clay layer-1 2m eo - 0.92 Cc - 0.154 Silty Sand layer, Yar = 19 kNim? Yat = 19.5 kN/m Clay layer-2 e. - 0.564 Cc = 0.104 3 m Pervious Rock layer

3. Calculate the total primary consolidation settlement of the soil layes as shown in Figure 3 below. (500 +10Y)KN EGL Sand Y- 18 kN/m 2 m 2 mx 3 m 1 m Assume, Yar - 18.5 kN/m G- (1/6) Cc for both layers Clay layer-1 2m eo - 0.92 Cc - 0.154 Silty Sand layer, Yar = 19 kNim? Yat = 19.5 kN/m Clay layer-2 e. - 0.564 Cc = 0.104 3 m Pervious Rock layer

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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