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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

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            Author and article information

            Journal
            Frattura ed Integrità Strutturale
            Gruppo Italiano Frattura
            01 October 2009
            : 3
            : 10
            : 38-42
            Article
            1a4e1ee8e49a4aec905458496eb0f3d6
            e6bebaba-4869-474a-b7ed-f100df06f11c

            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/

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

            Materials technology,Materials properties,Materials characterization,Engineering,Civil engineering,Mechanical engineering
            Safe bearing capacity,Density,Cohesion of soil (c),Angle of friction (φ) and Dimension of foundation

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