Scale Effects of Shallow Foundation Bearing Capacity on Granular Material-Reference-Cited by-同舟云学术

Scale Effects of Shallow Foundation Bearing Capacity on Granular Material

Published:2007-10 Issue:10 Volume:133 Page:1192-1202
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cerato Amy B.¹²,Lutenegger Alan J.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., Rm. 334, Norman, OK 73019. E-mail: acerato@ou.edu

2. Professor and Dept. Head, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, 18 Marston Hall, Amherst, MA 01003. E-mail: lutenegg@ecs.umass.edu

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%282007%29133%3A10%281192%29

Reference51 articles.

1. Atkinson J. H. and Farrar D. M. (1985). “Stress path tests to measure soil strength parameters for shallow landslips.” Proc. 11th Int. Conf. on Soil Mechanics and Foundation Engineering San Francisco 983–986.

2. Nonlinear Mohr Envelopes Based on Triaxial Data

3. A state parameter for sands

4. Berry D. S. (1935). “Stability of granular mixtures.” Proc. 38th Annual Meeting Vol. 35 ASTM Philadelphia 491–507.

5. The Strength of Soils as Engineering Materials

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