【作者】Zhao, CF ，Wu, Y ，Zhao, C ，Zhang, QZ ，Liu, FM ，Liu, F
【作者单位】[ 1 ] Tongji Univ, Dept Geotech Engn, Shanghai, Peoples R China Tongji University [ 2 ] Tibet Univ, Sch Engn, Lhasa, Tibet, Peoples R China Tibet University
【摘要】 A total of 36 groups of sand-concrete interface loading and unloading direct shear tests were used to analyze the mechanical properties of the pile side-soil interface. The test results show that the interface residual shear stress for the same appli...
