Please do it in a complete way, so I can easily understand it. Thank you to all of you 5. A layer of clay, at a depth below the groundwater surface,experiences a rapid increase in pressure of 200 kN/m?evenly throughout the layer.A pistometer placed on a vertical increment in the clay mem shows theexcess of the following pore water pressures, one year after the applicationof the load.Deep depthPeakClay baseclay layer (m)layer of clayIm 2 m 4 m 6m8m 10 mPressure advantagean air pori(kN/m2)70110 148 144 110 0From a consolidation experiment, the coefficient of compression power m, obtainedis 3.8 X 105 m?/kN. Using the relationship between the time factor T, and thedegree of consolidation U, given, estimate the time required for consolidation tooccur at 600 mm. Estimate the magnitude of the seepage coefficient of this clay.

Given data- Increase in pressure ∆p=200 kN/m2coefficient of compression power m=3.8×10-5 m2/kNhere…

5. A layer of clay, at a depth below the groundwater surface, experiences a rapid increase in pressure of 200 kN/m evenly throughout the layer. A pistometer placed on a vertical increment in the clay mem shows the excess of the following pore water pressures, one year after the application of the load. Deep depth Peak Im 2 m 4 m 6m 8m Clay base 10 m clay layer (m) layer of clay Pressure advantage an air pori (kN/m2) 70 110 148 144 110 0 From a consolidation experiment, the coefficient of compression power m, obtained is 3.8 X 105 m?/kN. Using the relationship between the time factor T, and the degree of consolidation U, given, estimate the time required for consolidation to occur at 600 mm. Estimate the magnitude of the seepage coefficient of this clay.

5. A layer of clay, at a depth below the groundwater surface, experiences a rapid increase in pressure of 200 kN/m evenly throughout the layer. A pistometer placed on a vertical increment in the clay mem shows the excess of the following pore water pressures, one year after the application of the load. Deep depth Peak Im 2 m 4 m 6m 8m Clay base 10 m clay layer (m) layer of clay Pressure advantage an air pori (kN/m2) 70 110 148 144 110 0 From a consolidation experiment, the coefficient of compression power m, obtained is 3.8 X 105 m?/kN. Using the relationship between the time factor T, and the degree of consolidation U, given, estimate the time required for consolidation to occur at 600 mm. Estimate the magnitude of the seepage coefficient of this clay.

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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