Journal
Published Online: 07 August 2020
Volume 44, Issue 4
Estimation of Undrained Shear Strength of Overconsolidated Clay Using a Maximum Excess Pore Pressure Method Based on Piezocone Penetration Test (CPTU)
CODEN: GTJODJ
Abstract
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Author Information
Liu, Lulu
Institute of Geotechnical Engineering, Southeast University, Nanjing, People’s Republic of China
School of Engineering, University of Warwick, Coventry, UK
Cai, Guojun
Institute of Geotechnical Engineering, Southeast University, Nanjing, People’s Republic of China
Liu, Xiaoyan
Institute of Geotechnical Engineering, Southeast University, Nanjing, People’s Republic of China
Li, Xuepeng
Institute of Geotechnical Engineering, Southeast University, Nanjing, People’s Republic of China
Liu, Songyu
Institute of Geotechnical Engineering, Southeast University, Nanjing, People’s Republic of China
Puppala, Anand J.
Zachry Department of Civil and Environmental Engineering, Texas A&M University, College Station, TX, USA
Pages: 10
Price: $25.00
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Details
Stock #: GTJ20190248
ISSN: 0149-6115
DOI: 10.1520/GTJ20190248