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 |
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作者姓名: | 张国有 傅旗康 |
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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 |
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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。
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关 键 词: | 无排水 打桩 液化饱合 亚砂土 |
IMPROVEMENT OF LIQUEFIED,SATURATED SANDY LOAM BY PILE-DRIVING |
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Authors: | Zhang Guoyou East China Building Design Institute Fu Qikang Shanghai Second Residence Development Co Wang Zhangqun shanghai Investigation Institute |
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Institution: | Zhang Guoyou East China Building Design Institute Fu Qikang Shanghai Second Residence Development Co. Wang Zhangqun shanghai Investigation Institute |
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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 |
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Keywords: | no drain pile-driving liquefaction |
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