Excess Pore-Water Pressure Generation in Cyclic Undrained Testing-Reference-Cited by-同舟云学术

Excess Pore-Water Pressure Generation in Cyclic Undrained Testing

Published:2019-07 Issue:7 Volume:145 Page:04019022
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen Guoxing¹,Zhao Dingfeng²,Chen Weiyun³,Juang Charng Hsein⁴

Affiliation:

1. Professor, Institute of Geotechnical Engineering, Nanjing Tech Univ., Nanjing 210009, China (corresponding author).

2. Ph.D. Student, Institute of Geotechnical Engineering, Nanjing Tech Univ., Nanjing 210009, China.

3. Associate Professor, Institute of Geotechnical Engineering, Nanjing Tech Univ., Nanjing 210009, China.

4. Glenn Professor Emeritus, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634.

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.1943-5606.0002057

Reference43 articles.

1. A laboratory study on the pore pressure generation model for Firouzkooh silty sands using hollow torsional test;Baziar M. H.;Int. J. Civ. Eng.,2011

2. Byrne P. M. 1991. “A cyclic shear-volume coupling and pore pressure model for sand.” In Proc. 2nd Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics 47–55. Amsterdam Netherlands: Elsevier.

3. Cyclic Large Strain and Induced Pore Pressure Models for Saturated Clean Sands

4. The influence of undrained cyclic loading patterns and consolidation states on the deformation features of saturated fine sand over a wide strain range

5. Shear modulus and damping ratio of sand-gravel mixtures over a wide strain range;Chen G. X.;J. Earthquake Eng.,2018

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