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  2018, Vol. 37 Issue (S1): 3652-3658    DOI: 10.13722/j.cnki.jrme.2016.0669
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Horizontal displacement modes of tiered geosynthetic reinforced soil retaining wall
YANG Guangqing1,2,LIU Weichao1,LIU Huabei3,WU Lianhai4,ZHOU Shiguang5
(1. School of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang,Shijiazhuang,Hebei 050043,China;2. Key Laboratory of Traffic Safety and Control in Hebei,Shijiazhuang Tiedao University,Shijiazhuang,Hebei 050043,China;3. School of Civil Engineering and Mechanics,Huazhuang University of Science and Technology,Wuhan,Hubei 430074,China;4. The Third Survey and Design Institute of China Railway,Tianjin 300142,China;5. China Railway Society,Beijing 100038,China)
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