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打入桩对液化饱和亚砂土改善的探索──无排地下孔隙水措施的处理实例
作者姓名:张国有  傅旗康
作者单位:华东建筑设计院,上海第二住宅开发公司,上海勘察院
摘    要:本文目的是探索饱和亚砂土层在不排水条件下,沉桩后,抗液化能力的改善效果。文章对土壤中粘粒含量,颗粒的级配,井点降水和打桩程序作了分析。结论是:适当的级配和规定打桩程序,土壤的抗液化能力就能有很明显的改善。

关 键 词:无排水  打桩  液化饱合  亚砂土

IMPROVEMENT OF LIQUEFIED,SATURATED SANDY LOAM BY PILE-DRIVING
Authors:Zhang Guoyou East China Building Design Institute Fu Qikang Shanghai Second Residence Development Co Wang Zhangqun shanghai Investigation Institute
Institution:Zhang Guoyou East China Building Design Institute Fu Qikang Shanghai Second Residence Development Co. Wang Zhangqun shanghai Investigation Institute
Abstract:This paper aims at the improvement of the capacity of saturated sandy loam against liquefaction without drain after pile-driving.The effects of the content of clay-size parti- cles in soil,the grading of the soil,the precipitation and the pile-driving procedure on the capacity of the soil are analysized.The conclusion is that with proper grading and some specified pile-driving procedure,the capacity of the soil against liquefaction improves significantly
Keywords:no drain  pile-driving  liquefaction
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