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 © 2013 Elsevier B.V.; This is not the published version. Please cite only the published version.; この論文は出版社版であり Right ません。引用の際には出版社版をご確認ご利用ください 。 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.