Pile Bearing Capacity Factors and Soil Crushabiity-Reference-Cited by-同舟云学术

Pile Bearing Capacity Factors and Soil Crushabiity

Published:2009-07 Issue:7 Volume:135 Page:901-913
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kuwajima Keiji¹²³,Hyodo Masayuki¹²³,Hyde Adrian F.¹²³

Affiliation:

1. Researcher, Tokuyama College of Technology, 3538 Takajo, Kume, Shunan City, Yamaguchi Prefecture 745-8585, Japan.

2. Professor, Dept. of Civil Engineering, Yamaguchi Univ., Tokiwadai 2-16-1, Ube 755-8611, Japan.

3. Professor of Geotechnical Engineering, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Mappin St., Sheffield S1 3JD, U.K. (corresponding author).

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.1943-5606.0000057

Reference29 articles.

1. Cyclic response of calcareous soil from the North-West Shelf of Australia

2. The strength and dilatancy of sands

3. The mechanics of uncemented carbonate sands

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