Excess Pore-Water Pressure Generation in Cyclic Undrained Testing

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

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

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3