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用碎石桩防止粉土地基液化的设计方法
引用本文:王文涛. 用碎石桩防止粉土地基液化的设计方法[J]. 工业建筑, 1996, 26(4): 41-44
作者姓名:王文涛
作者单位:冶金工业部建筑研究总院
摘    要:在讨论现有的用挤密砂石桩防止破土地基液化以及用挤密砂桩防止份土地基液化的设计方法的基础上,进一步提出了一个考虑细颗粒含量影响的挤密碎石桩防止份土地基液化的设计方法.通过对7组工程实测资料进行分析,初步显示出该方法的可行性。

关 键 词:碎石桩,粉土地基,地震液化,细颗粒

A DESIGNING METHOD OF GRAVEL COMPACTION PILE AS A COUNTERMEASURES AGAINST LIQUEFACTION
Wang Wentao. A DESIGNING METHOD OF GRAVEL COMPACTION PILE AS A COUNTERMEASURES AGAINST LIQUEFACTION[J]. Industrial Construction, 1996, 26(4): 41-44
Authors:Wang Wentao
Abstract:On the basis of discussing the ues of gravedand sands compaction piles to prevent the liquefactions of sands and silt,the paper gives a design method of using gravel compaction piles to prevent silt liquefaction, in which the affect of fine content is consideed. By analysing the testing data from 7 engineerings, the method is proved to be feasible.
Keywords:gravel pile  silt ground  seismic liquefaction  fine particle
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