Subgrade Limit Bearing Capacity Calculation Using Slip Line Method

Qian Qian Sun; Tai Quan Zhou; Xiao Jie Gu

doi:10.4028/www.scientific.net/AMM.580-583.3003

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Subgrade Limit Bearing Capacity Calculation Using...

Subgrade Limit Bearing Capacity Calculation Using Slip Line Method

Abstract:

Limit bearing capacity of foundation soil was studied in the paper using slip line method. Slip line results are found to be consistent with the results calculated by Terzaghi theoretical formula and Hansen theoretical formula. Then the influence of factors such as cohesion and friction angle is studied under complete smooth or complete tough conditions. The results show that in a certain range, limit bearing capacity of foundation increases with the increase of C₀, Φ. Limit bearing capacity of foundation under complete smooth condition is lower than the complete tough one.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

3003-3006

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.3003

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Online since:

July 2014

Authors:

Qian Qian Sun, Tai Quan Zhou*, Xiao Jie Gu

Keywords:

Bearing Capacity of Foundation Soil, Slip Line Method, Terzaghi Bearing Capacity of Foundation Soil

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* - Corresponding Author

References

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