Homeworks of chapter 4 1. A vertical section through a building foundation at a site is shown in Figure below. The average modulus of volume compressibility of the clay is m, 5 x 105 m²/kN. Determine the primary consolidation settlement. Foundation: width B = 10 m, length L = 20 m 200 kPa 10 m- As, = m ·Aơ';h, 10 m- Clay *Gravel

Homeworks of chapter 4 1. A vertical section through a building foundation at a site is shown in Figure below. The average modulus of volume compressibility of the clay is m, 5 x 105 m²/kN. Determine the primary consolidation settlement. Foundation: width B = 10 m, length L = 20 m 200 kPa 10 m- As, = m ·Aơ';h, 10 m- Clay *Gravel

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

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

Homeworks of chapter 4
1. A vertical section through a building foundation at a site is shown in
Figure below. The average modulus of volume compressibility of the
clay is m, 5 x 10$ m²/kN. Determine the primary consolidation
settlement.
Foundation: width B = 10 m, length L = 20 m
200 kPa
-10 m
As, = m :Ao',h,
10 m-
Clay
Gravel.

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