Application of probabilistic methods to characterize soil variability and their effects on bearing capacity and settlement of shallow foundations: state of the art-Reference-Cited by-同舟云学术

Application of probabilistic methods to characterize soil variability and their effects on bearing capacity and settlement of shallow foundations: state of the art

Published:2014-02-09 Issue:4 Volume:8 Page:352-364
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Kayser Mohammad,Gajan Sivapalan

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1179/1938636213Z.00000000073

Reference97 articles.

1. Akbas SO. 2007. Deterministic and probabilistic assessment of settlements of shallow foundations in cohesionless soils, thesis, Cornell University, Ithaca, NY, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

2. Reliability-Based Design Approach for Differential Settlement of Footings on Cohesionless Soils

3. Reliability analysis of allowable pressure on shallow foundation using response surface method

4. Baecher GB and Christian JT. 2003. Reliability and statistics in geotechnical engineering, Chichester, John Wiley Publications.

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