Answered: 500 kN Normally Consolidated Clay 5 m 7…

Engineering

Civil Engineering

500 kN Normally Consolidated Clay 5 m 7 m 3 Ysat = 20 kN/m C = 0.027 = 1.05 %3D Hard Stratum 200 mm dia

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

For the (3×3) pile group shown in the figure,the settlement of the pile group,in a normally consolidated clay stratum having properties as shown in the figure,will be

500 kN
Normally Consolidated
Clay
5 m
7 m
3
Ysat = 20 kN/m'
C = 0.027
= 1.05
%3D
Hard Stratum
200 mm dia
0.5 m
0.5 m
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