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Numerical analysis of soil bearing capacity by changing soil characteristics

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Abstract

In this research work by changing different parameters of soil foundation like density, cohesion and foundation depth and width of square foundation at angle of friction of 0° to 50° with increment of 5°, numerically safe bearing capacity of soil foundation is calculated and it is attempted to assess economical dimension of foundation as well as understanding variation range of bearing capacity at different degree. It could help of civil engineering in design of foundations at any situation.

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The bearing-capacity of a strip foundation on geogrid-reinforced sand

Author and article information

Journal
Frattura ed Integrità Strutturale
Gruppo Italiano Frattura
01 October 2009
: 3
: 10
: 38-42

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 Unported License. To view a copy of this license, visit http://creativecommons.org/licenses/by/4.0/

Categories
Materials of engineering and construction. Mechanics of materials
TA401-492
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Technology
T
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