LONG Jianhui, LI Tonglu, LEI Xiaofeng, YANG Sheqiang. Study on physical properties of soil in sliding zone of loess landslip[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 289-293.
Citation:
LONG Jianhui, LI Tonglu, LEI Xiaofeng, YANG Sheqiang. Study on physical properties of soil in sliding zone of loess landslip[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 289-293.
LONG Jianhui, LI Tonglu, LEI Xiaofeng, YANG Sheqiang. Study on physical properties of soil in sliding zone of loess landslip[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 289-293.
Citation:
LONG Jianhui, LI Tonglu, LEI Xiaofeng, YANG Sheqiang. Study on physical properties of soil in sliding zone of loess landslip[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 289-293.
1.Department of Geological Engineering Chang’an University Xi’an 710054 China 2.Xi’an Highway Institute Xi’an 710064 China 3.Shanxi No.6 Institute of Geo engineering Investigation Yuncheng 044004 China
How to distinguish the sliding zone from a loess landslip relied on the technician’s experience in-site.4 typical loess landslides located in Jingyang County along Jinghe River,named Dongfeng landslip,Shutangwang landslip,Xiuchidu landslip and Taiping landslip were studied through in-situ measurement and sample tests to identify the sliding zone.It was shown that the physical property,electric resistivily and microstructure of soil in the slide area were different from those in the slope,and could be used to determine the slip zone,while the mineral ingredient and chemical composition could not be used generally to identify the slip zone.