[求助/请教]当主要影响深度范围为液化砂层时，根据桩基规范m值要乘液化折减系数 [复制链接]

[font=微软雅黑,  ]关于桩基水平承载力，当主要影响深度范围为液化砂层时，根据桩基规范m值要乘液化折减系数，算出来m=0，桩基水平承载力也是0，感觉不合理，要咋解决呢

算出来m=0，桩基水平承载力也是0，感觉不合理，要咋解决呢 f9b[0L  
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主要影响深度范围为液化砂层时，根据桩基规范m值要乘液化折减系数，算出来m=0，桩基水平承载力也是0，需要考虑地基加固或者桩深的选择了，比如穿透液化砂层。