Undrained shear behavior of loess saturated with different Title concentrations of sodium chloride solution Zhang, Fanyu; Wang, Gonghui; Kamai, Toshitaka; Chen, Author(s) Wenwu; Zhang, Dexuan; Yang, Jun Citation Engineering Geology (2013), 155: 69-79 Issue Date 2013-03 URL http://hdl.handle.net/2433/173358 Right © 2013 Elsevier B.V. Type Journal Article Textversion author Kyoto University Submitted to: Engineering Geology (ENGEO4476-revised draft) Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution Fanyu Zhanga,b, Gonghui Wanga,*, Toshitaka Kamaia, Wenwu Chenb, Dexuan Zhangc, Jun Yangd Affiliations: (a): Research Center on Landslides Disaster Prevention Research Institute Kyoto University Gokasho, Uji, Kyoto, 611-0011 Japan (b): Key Laboratory of Mechanics on Disaster and Environment in Western China (Lanzhou University), Ministry of Education, China Department of Geological Engineering Lanzhou University Tianshui Road, 222, Lanzhou, 730000 P.R. China (c): Department of Civil Engineering Shanghai Jiao Tong University Shanghai 200240 P.R. China (d): Department of Civil Engineering The University of Hong Kong Hong Kong P.R. China *: Corresponding author Email:
[email protected] Telephone: +81-774-384115; Fax: +81-774-384300 1 Undrained shear behavior of loess saturated with different concentrations of sodium 2 chloride solution 3 Fanyu Zhanga,b, Gonghui Wanga,*, Toshitaka Kamaia, Wenwu Chenb, Dexuan Zhangc, Jun Yangd 4 Abstract: A series of ring-shear tests was conducted on saturated loess to investigate the 5 effects of NaCl concentration in pore water and desalinization on the shear behavior under 6 undrained conditions. The loess samples were taken from the ground surface of a frequently 7 active landslide in China, were saturated by de-aired, distilled water with different 8 concentrations of NaCl, and then were sheared undrained.