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《Journal of Highway and Transportation Research and Development》 2009-10
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Study of Failure Mechanism of Gabion Retaining Wall under Vibrating Compaction Using PFC

ZHANG Bo1,TAO Lianjin1,MENG Yunwei2,SUN Guofu1(1.School of Civil and Architecture Engineering,Beijing University of Technology,Beijing 100022,China;2.Chongqing Communications Research & Design Institute,Chongqing 400067,China)  
The PFC2D model of the gabion retaining wall of one mountainous highway in Beijing was built based on particle flow discrete element theory to study the distribution of soil-pressure on back of the wall,the displacement distribution and the failure mechanism of gabion retaining wall during road pavement compaction.The failure process,the failure mode and the process of stress releasing were simulated by the model.It is concluded by simulation that(1) PFC2D can be used to simulate the structure of retaining wall,especially the flexible structure such as steel wire mesh;(2) the distribution of soil-pressure of subgrade before and after compaction agrees well with the theoretical values;(3) in the process of vibrating compaction,the tensile strength of the left-side of the gabion reaches the limit first and the gabion destructs,the wall loses the whole stability and collapses gradually and forms a deposit body,the pavement collapses slightly in about 2 m near the retaining wall and the sliding face forms in the shallow of the road bed upon the first-layer of the gabion.
【Fund】: 北京市自然科学基金资助项目(8062007);; 北京工业大学研究生科技基金(YKJ20072039)
【CateGory Index】: U417.11
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