Model of Soft Soils under Cyclic Loading-Reference-Cited by-同舟云学术

Model of Soft Soils under Cyclic Loading

Published:2015-08 Issue:4 Volume:15 Page:04014067
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ni Jing¹,Indraratna Buddhima²,Geng Xue-Yu³,Carter John Phillip⁴,Chen You-Liang⁵

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Univ. of Shanghai for Science and Technology, 516 Jungong Rd., 200093 Shanghai, P.R. China.

2. Professor of Civil Engineering, Centre for Geomechanics and Railway Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author).

3. Research Fellow, Centre for Geomechanics and Railway Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

4. Emeritus Professor of Civil Engineering, Centre for Geotechnical Science and Engineering, Faculty of Engineering and Built Environment, Univ. of Newcastle, Newcastle, NSW 2308, Australia.

5. Professor of Civil Engineering, Univ. of Shanghai for Science and Technology, 516 Jungong Rd., 200093 Shanghai, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000411

Reference31 articles.

1. Bearing capacity under cyclic loading — offshore, along the coast, and on land. The 21st Bjerrum Lecture presented in Oslo, 23 November 2007This paper represents the written version of the 21st Bjerrum Lecture. While it has been edited for the present publication, it retains the general structure of the original lecture, which was intended for a general geotechnical audience. The Bjerrum Lecture is presented in Oslo in alternate years by the Norwegian Geotechnical Society with the support of the Bjerrum Memorial Fund (Laurits Bjerrums Minnefond).

2. Undrained Behavior of Clay Under Cyclic Shear Stresses

3. Repeated load triaxial testing of a silty clay

4. Carter J. P. Booker J. R. and Wroth C. P. (1980). “The application of a critical state soil model to cyclic triaxial tests.” Proc. 3rd Australia-New Zealand Conf. on Geomechanics Vol. 2 Institution of Engineers Sydney Australia 121–126.

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