C
Chao-Sheng Tang
Researcher at Nanjing University
Publications - 147
Citations - 6345
Chao-Sheng Tang is an academic researcher from Nanjing University. The author has contributed to research in topics: Water content & Soil water. The author has an hindex of 29, co-authored 110 publications receiving 3907 citations. Previous affiliations of Chao-Sheng Tang include École des ponts ParisTech & University of North Carolina at Charlotte.
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A study of the effect of temperature on the structural strength of a clayey soil using a micropenetrometer
TL;DR: In this paper, the effect of temperature on the structural strength of a clayey soil using a modified micropenetrometer was investigated and the results indicated that the penetration resistance decreased with increasing temperature.
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Bio-mediated soil improvement: An introspection into processes, materials, characterization and applications
Ning-Jun Jiang,Ning-Jun Jiang,Yi-Jie Wang,Jian Chu,Satoru Kawasaki,Chao-Sheng Tang,Liang Cheng,Yan-Jun Du,Bettadapura S. Shashank,Devendra Singh,Xiao-Le Han,Yuze Wang +11 more
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Post Covid-19 water and waste water management to protect public health and geoenvironment
Evan K. Paleologos,Brendan C. O'Kelly,Chao-Sheng Tang,Ken Cornell (Mentor),Jorge Rodríguez-Chueca,Hossam Abuel-Naga,Eugeniusz Koda,Arvin Farid,Magdalena Daria Vaverková,Konstantinos Kostarelos,Venkata Siva Naga Sai Goli,Sonia Guerra-Rodríguez,Eng Choon Leong,Prathyusha N. V. Jayanthi,B. S. Shashank,Susmita Sharma,Sowmya Shreedhar,Arif Mohammad,Bhagwanjee Jha,Ganaraj Kuntikana,Myint Win Bo,Abdel-Mohsen O. Mohamed,Devendra Singh +22 more
TL;DR: The coronavirus disease 2019 pandemic has posed severe threats to humans and the geoenvironment and the findings of severe acute respiratory syndrome coronav virus 2 (Sars-CoV-2) traces in waste water a...
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Compression, swelling and rebound behavior of GMZ bentonite/additive mixture under coupled hydro-mechanical condition
TL;DR: In this article, two types of mixtures were prepared by mixing variable amounts of crushed granite powder or quartz sand (a range of 10% to 50% by dry mass of aggregate addition) with pure GMZ bentonite.
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Application of electrical resistivity method in the characterization of 2D desiccation cracking process of clayey soil
TL;DR: In this paper, an evaporation test of a clayey soil specimen with an integrated experimental configuration is performed to analyze the performance of electrical resistivity method (ERM) in the characterization of the 2D desiccation cracking process.