Reliability analysis of bearing capacity of foundation determined by Hansen formula

Xiong Qidong; Gao Dazhao

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Volume 20 Issue 2

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Chinese Journal of Geotechnical Engineering > 1998 > 20(2): 79-81.

Xiong Qidong, Gao Dazhao. Reliability analysis of bearing capacity of foundation determined by Hansen formula[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(2): 79-81.

Citation:

Xiong Qidong, Gao Dazhao. Reliability analysis of bearing capacity of foundation determined by Hansen formula[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(2): 79-81.

Citation:

Xiong Qidong, Gao Dazhao. Reliability analysis of bearing capacity of foundation determined by Hansen formula[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(2): 79-81.

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Reliability analysis of bearing capacity of foundation determined by Hansen formula

Tongji university Shanghai 200092

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Published Date: March 24, 1998

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Abstract

Abstract

In this paper, structural reliability theory is used to analyse the reliability of ultimate limit states of foundation by means of a engineering project . Further research is also carried out on sensitivity of parameters of shear strength c,φ and relationship between index of reliability and safety factor.
- bearing capacity of foundation,
- ultimate limit state,
- sensitivity,
- index of reliability.