首页 | 本学科首页   官方微博 | 高级检索  
     

动力排水固结法加固饱和软粘土地基试验研究
引用本文:雷学文,白世伟,孟庆山,王吉利.动力排水固结法加固饱和软粘土地基试验研究[J].施工技术,2004,33(1):50-52.
作者姓名:雷学文  白世伟  孟庆山  王吉利
作者单位:1. 武汉科技大学,湖北,武汉,430070
2. 中国科学院武汉岩土力学研究所,湖北,武汉,430071
摘    要:针对强夯法加固饱和软粘土地基时超静孔压消散难和易出现"橡皮土"现象,提出强夯和排水固结二者结合的动力排水固结法,利用立体排水系统来加速夯后超静孔压的消散和软土固结,并结合某港口仓库软基加固工程进行了现场试验研究,对动力排水固结法的加固效应、加固效果及工艺特点等进行了分析和讨论。

关 键 词:动力排水固结法  软粘土  地基处理  现场试验
文章编号:1002-8498(2004)01-0050-03
修稿时间:2003年10月16

In-situ Test Study On Soft Clay Improvement by the Dynamic Consolidation Combined with Drainage
Abstract:In order to avoid the occurrence of 'rubbery soil'in saturated soft clay ground during the construction of dynamic consolidation method,the dynamic consolidation combined with drainage(DCD) using space drainage system to accelerate the dissipation of excess pore water pressure and the consolidation of soft soil and to improve the efficiency of dynamic consolidation has been proposed.The in\|situ test has been studied to verify the effectiveness of treating the saturated soft clay by the DCD on a large commercial warehouse ground in some port.The improvement influences and technology characteristics of the DCD improving the saturated soft clay ground have been analyzed and discussed.
Keywords:dynamic consolidation combined with drainage  soft clay  ground treatment  in-situ test
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号