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静动力排水固结法在软土地基加固中的应用
引用本文:赵升峰,汪城,苏娟.静动力排水固结法在软土地基加固中的应用[J].土工基础,2010,24(5):4-6,10.
作者姓名:赵升峰  汪城  苏娟
作者单位:上海地矿工程勘察有限公司;天津华兴勘察设计有限公司;中国兵器工业北方勘察设计研究院;
摘    要:目前,我国动力固结法及静力排水固结法地基加固技术都已较为成熟,但仍存在较多不足之处。针对以上两种地基加固法的缺点,介绍了静动力排水固结加固法地基的新方法,探讨了该方法在软土地基加固中的特点、工程应用、方案设计,并对该方法加固软土地基的效果进行了简要的分析。

关 键 词:静动力排水固结法  软土地基  加固效果

Reinforcement of Soft Soil Foundation by Static-dynamic Drainage Consolidation Method
ZHAO Sheng feng,WANG Cheng,SU Juan.Reinforcement of Soft Soil Foundation by Static-dynamic Drainage Consolidation Method[J].Soie Engineering and Foundation,2010,24(5):4-6,10.
Authors:ZHAO Sheng feng  WANG Cheng  SU Juan
Affiliation:ZHAO Sheng feng1,WANG Cheng2,SU Juan3(1.Shanghai Geological & Mineral Engineering Investigation Co.,Ltd.,Shanghai 200072,2.Tianjin Huaxing Investigation and Design Co.Ltd,Tianjin 300241,3.Eifang Institute of China Ordnance Industrial Geotechnical Investigation and Surveying,Shijiazhuang 050021,China)
Abstract:There are some disadvantages both of the static drainage consolidation method and the dynamic drainage consolidation method to reinforce the soft soil foundation although they are popular in China.For example,the pore water pressure induced by the dynamic drainage consolidation method isn't dissipated immediately,the pressure system of the static drainage consolidation method is complicated and it has a long construction period.Aimed to their disadvantages,the new method of static-dynamic drainage consolida...
Keywords:static-namic drainage consolidation method  soft soil foundation  reinforcement effect  
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