Hello, can I get help also for this question? Problem-10A clay layer of 5m thick has the initial void ratio of 1.50 and the effective overburdenpressure of 120 kN/m2. When the sample is subjected to an increase of pressure of 120kN/m2, the void ratio reduces to 1.44. Determine the coefficient of volumecompressibility and the final settlement of clay layer.

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Problem-10 A clay layer of 5m thick has the initial void ratio of 1.50 and pressure of 120 kN/m2. When the sample is subjected to an kN/m2, the void ratio reduces to 1.44. Determine the coeffic compressibility and the final settlement of clay layer.

Problem-10 A clay layer of 5m thick has the initial void ratio of 1.50 and pressure of 120 kN/m2. When the sample is subjected to an kN/m2, the void ratio reduces to 1.44. Determine the coeffic compressibility and the final settlement of clay 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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Concept explainers

Calculation of Settlement

The vertical displacement of the structural foundation due to the loading from the superstructure is known as settlement. It is due to the reduction of air voids present in the soil. The amount of vertical displacement depends on the bearing capacity of the soil on which the foundation is laid. The effect of the settlement depends on the magnitude of settlement, uniformity, and the structural design of the structure. The maximum allowable settlement for residential and office buildings should be less than 18 mm, for industrial buildings, it is 38 mm and for commercial buildings, it is 25 mm.

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Hello, can I get help also for this question?

Problem-10
A clay layer of 5m thick has the initial void ratio of 1.50 and the effective overburden
pressure of 120 kN/m2. When the sample is subjected to an increase of pressure of 120
kN/m2, the void ratio reduces to 1.44. Determine the coefficient of volume
compressibility and the final settlement of clay layer.

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