Considering the soil to be a uniform clay layer, estimate the primary consolidation settlement due to the foundation load, Given: P-200 kN, B-4 m, L=4m, Df-1.5 m, H=10 m, e- 0.8, Gs-2.72 and LL-42. Assume that the clay is normally consolidated, and the groundwater table is at the foundation level.

Considering the soil to be a uniform clay layer, estimate the primary consolidation settlement due to the foundation load, Given: P-200 kN, B-4 m, L=4m, Df-1.5 m, H=10 m, e- 0.8, Gs-2.72 and LL-42. Assume that the clay is normally consolidated, and the groundwater table is at the foundation level.

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.

Question

Show all work please be neat

4- Considering the soil to be a uniform clay layer, estimate the primary consolidation
settlement due to the foundation load, Given: P-200 kN, B-4 m, L=4m, Df=1.5 m, H=10
m, e= 0.8, Gs=2.72 and LL-42. Assume that the clay is normally consolidated, and the
groundwater table is at the foundation level.
6m
mat
Foundation
BXL
Aσ
Rock
D
Soil
H, = Poisson's ratio
E,= modulus of elasticity H

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