【摘要】 参考实际的抗滑桩工程治理案例,采用FLAC3D数值模拟软件建立数值模拟分析模型.在数值模拟过程中,保持抗滑桩其它设计参数不变,对桩宽进行单因素变化,通过对比不同桩宽下的剪切应变增量云图和滑动方向最大位移云图,对不同桩宽条件下抗滑桩土拱效应进行对比分析,对抗滑桩桩宽对抗滑桩土拱效应的影响规律进行探讨.更多还原

【Abstract】 Referring to the actual case of anti slide pile engineering, a numerical simulation model is established by using FLAC3 D numerical simulation software. In the process of numerical simulation, the other design parameters of the anti-slide pile are kept constant, and the pile width is changed by single factor. By comparing the shear strain increment cloud diagram and the maximum displacement image in the sliding direction, The effect of anti-slide pile on the soil arching effect of anti-sliding pile is discussed.更多还原