Reliability Analysis of Foundation Bearing Capacity in Generalized Random Space Based on Hansen Formula

Ye Cheng; Cui Ying Zhou; Jin Rong Xie

doi:10.4028/www.scientific.net/AMR.243-249.5751

Paper Titles

Research on the Anti-Sulfate and Chlorine Corrosion Property of Concrete
p.5727

Experiment Study on Shear Capacity of RC Beams
p.5733

Study on Relation of Structural Reliability Calculation and Fuzzy Mathematics
p.5739

Reliability Analysis of Vertical Bearing Capacity of Pile Based on Static Load Tests
p.5745

Reliability Analysis of Foundation Bearing Capacity in Generalized Random Space Based on Hansen Formula
p.5751

Effcets of Water-Cement Ratio on Tensile Basic Creep of Early-Aged Concrete
p.5756

Experiment Design on Concrete under Load Attacked by Acid Rain
p.5760

The Stochastic Dynamic Reliability Research on Nonlinear Pile-Soil-Structure Interaction System with Uncertain Parameters
p.5764

Investigation on Neutralization Rules of Concrete under Loads Subjected to Acid Rain Attack
p.5768

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Reliability Analysis of Foundation Bearing...

Reliability Analysis of Foundation Bearing Capacity in Generalized Random Space Based on Hansen Formula

Abstract:

By introducing generalized random space conception to deal with the relativity of shear strength variables of rock or soil, the calculation formulas of foundation bearing capacity reliability analysis in generalized random space were deduced and the program was worked out. The reliability of one project’s foundation bearing capacity was analyzed. The results proved that the relativity of random variables affects the reliability analysis result and must be considered.

You might also be interested in these eBooks

Advances in Civil Engineering and Architecture

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

5751-5755

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.5751

Citation:

Cite this paper

Online since:

May 2011

Authors:

Ye Cheng, Cui Ying Zhou, Jin Rong Xie

Keywords:

Correlativity, Foundation Bearing Capacity, Random Variable, Reliability Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Rankine, W. J. Macquorn. On the Stability of Loose Earth Phil. Trans. R. Soc. Lond. January 1, 1857 147:9-27

Google Scholar

[2] Prandtl, L Ü ber die Härte plastischer Körper," Göttingen Nachr. Math Phys.1920，Kl, 74.

Google Scholar

[3] Terzaghi, K. (1943), Theoretical Soil Mechanics, New York, John Wiley and Sons, Inc.

Google Scholar

[4] Meyerhof, G. G. (1951), "The ultimate bearing capacity of foundations," Geotechnique, Vol. 2, pp.301-331.

Google Scholar

[5] Hansen, J. B. (1970), "A revised and extended formula for bearing capacity," Bull. No. 28, Danish Geotech. Inst., Copenhangen, No. 28, pp.21-61.

Google Scholar

[6] Xiong Qidong Gao Dazhao. Reliability analysis of bearing capacity of foundation determined by Hansen formula [J]. CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING，1998，3，20（2）：79-81. (in Chinese)

Google Scholar

[7] Zhao Guofan, Jin Weiliang, Gong Jinxing. Structural reliability theory [M]. Beijing：China Architecture & Building Press，2000，12. (in Chinese)

Google Scholar

[8] Smith G. N., probability and Statistics in Civil Engineering [M]. London: Collins, (1986)

Google Scholar

[9] Xu Jun Shao Jun Zheng Yingren. Application of genetic algorithm to reliability analysis of geotechnical engineering [J]. CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING, 2000,22（5）:586-589. (in Chinese)

Google Scholar