Influence of Nonassociativity on the Bearing Capacity of a Strip Footing-Reference-Cited by-同舟云学术

Influence of Nonassociativity on the Bearing Capacity of a Strip Footing

Published:2001-11 Issue:11 Volume:127 Page:985-989
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yin Jian-Hua¹²³,Wang Yu-Jie¹²³,Selvadurai A. P. S.¹²³

Affiliation:

1. Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China. E-mail: cejhyin@polyu.edu.hk

2. Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

3. Dept. of Civ. Engrg. and Appl. Mech., McGill Univ., Montreal, PQ, Canada H3A 2K6. E-mail: apss@civil.lan.mcgill.ca

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282001%29127%3A11%28985%29

Reference26 articles.

1. Bolton M. D. and Lau C. K. ( 1993). “Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil.” Can. Geotech. J. 30(4) 1024–1033.

2. Chen W. F. ( 1975). Limit analysis and soil plasticity Elsevier Science Amsterdam.

3. Coduto D. P. ( 1994). Foundation design: Principles and practices Prentice-Hall Englewood Cliffs N.J.

4. Davis E. H. ( 1968). “Theories of plasticity and the failure of soil masses.” Soil mechanics: Selected topics I. K. Lee ed. Butterworth's London 341–380.

5. de Borst R. and Vermeer P. A. ( 1984). “Possibilities and limitations of finite elements for limit analysis.” Géotechnique London 34(2) 199–210.

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