Axial Compression of Footings in Cohesionless Soils. II: Bearing Capacity-Reference-Cited by-同舟云学术

Axial Compression of Footings in Cohesionless Soils. II: Bearing Capacity

Published:2009-11 Issue:11 Volume:135 Page:1575-1582
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Akbas Sami O.¹²,Kulhawy Fred H.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Gazi Univ., Celal Bayar Bulvari, Maltepe, Ankara, Turkey 06570 (corresponding author).

2. Professor, School of Civil and Environmental Engineering, Hollister Hall, Cornell Univ., Ithaca, NY 14853-3501.

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%29GT.1943-5606.0000136

Reference18 articles.

1. Akbas S. O. (2007). “Deterministic and probabilistic assessment of settlements of shallow foundations in cohesionless soils.” Ph.D. thesis Cornell Univ. Ithaca N.Y.

2. Axial Compression of Footings in Cohesionless Soils. I: Load-Settlement Behavior

3. Davis E. H. and Booker J. R. (1971). “The bearing capacity of strip footings from the standpoint of plasticity theory.” Proc. First Australia–New Zealand Conf. on Geomechanics (1) Sydney Univ. Melbourne Australia 276–282.

4. DeBeer E. E. (1965). “Bearing capacity and settlement of shallow foundation on sand.” Proc. Symp. on Bearing Capacity and Settlements of Foundations Duke Univ. Durham N.C. 15–33.

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