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强夯加固软土上覆填海砂层的试验研究
引用本文:邹维列,吴国高,安骏勇,肖海斌.强夯加固软土上覆填海砂层的试验研究[J].岩土力学,2003,24(6):983-986.
作者姓名:邹维列  吴国高  安骏勇  肖海斌
作者单位:1. 武汉大学 土木建筑工程学院,湖北 武汉 430072; 2. 南昌有色冶金设计院, 江西 南昌 330000; 3. 中国科学院武汉岩土力学研究所, 湖北 武汉 430071; 4. 武汉市水利局, 湖北 武汉 430012
摘    要:强夯加固期间对上覆填海砂层的软土进行了孔压的监测,分析了强夯时软土中孔压的长消规律和随水平距离的变化及影响范围; 通过对强夯后静力触探试验成果的分析,研究了软土上覆砂层强夯加固的机理,并对强夯的有效影响深度和单点击数问题提出了看法。

关 键 词:软土  填砂层  强夯  试验  
文章编号:1000-7598-(2003)06-0983-04
收稿时间:2002-12-08
修稿时间:2002年12月8日

Experimental study on improving filled sand above soft soil with DC
ZOU Wei-lie,WU Guo-gao,AN Jun-yong,XIAO Hai-bin.Experimental study on improving filled sand above soft soil with DC[J].Rock and Soil Mechanics,2003,24(6):983-986.
Authors:ZOU Wei-lie  WU Guo-gao  AN Jun-yong  XIAO Hai-bin
Institution:1. School of Civil and Architectural Engineering, Wuhan University, Wuhan 430072, China; 2. Nanchang Designing Institute of Nonferrous Metal, Nanchang 330000, China; 3. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences; Wuhan 430071, China; 4. Wuhan Water Conservancy Bureau, Wuhan 430014, China
Abstract:By monitoring the pore-water pressure in mucky soft soil during dynamic compaction (DC), the laws of the increment and the dissipation of pore water pressure and the variation of pore water pressure with number of passes and lateral distance are studied. In terms of the results of SCPT after DC, the mechanism of improving filled sand above soft soil with DC is analyzed. In addition, effective depth of influence and number of drops per impact point are discussed.
Keywords:soft soil  filled sand  dynamic compaction (DC)  experiment
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