Influences of Suction on Plate Load Tests on Unsaturated Silty Sands-Reference-Cited by-同舟云学术

Influences of Suction on Plate Load Tests on Unsaturated Silty Sands

Published:2018-08 Issue:8 Volume:144 Page:04018043
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tang Yi¹,Vo Thanh²,Taiebat Hossein A.³,Russell Adrian R.⁴

Affiliation:

1. Postdoctoral Researcher, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210029, China; formerly, Univ. of New South Wales, Sydney, NSW 2052, Australia.

2. Research Associate, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

3. Deceased January 7, 2016; formerly, Senior Lecturer, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

4. Associated Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia (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.1943-5606.0001897

Reference54 articles.

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3. The strength and dilatancy of sands

4. Bolton M. D. and C. K. Lau. 1989. “Scale effects in the bearing capacity of granular soils.” In Vol. 2 of Proc. 12th Int. Conf. of Soil Mechanics and Foundation Engineering 895–898. Rio de Janiero Brazil: A.A. Balkema.

5. Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil

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