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真空堆载联合预压技术加固高速公路桥头软基试验研究
引用本文:鲁绪文,刘慈军,娄炎,何宁,关秉洪. 真空堆载联合预压技术加固高速公路桥头软基试验研究[J]. 水利水运工程学报, 2007, 0(1): 21-26
作者姓名:鲁绪文  刘慈军  娄炎  何宁  关秉洪
作者单位:1. 南京水利科学研究院,江苏,南京,210029
2. 宁波市高等级公路指挥部,浙江,宁波,315192
摘    要:结合杭州湾跨海大桥南岸接线高速公路试验段工程,对真空堆载联合预压技术处理的试验断面进行了长达两年多的现场测试.经过对试验数据的整理分析、加固前后原位测试以及土工试验数据的对比研究后认为,真空堆载联合预压技术处理深厚软土地基是成功的.

关 键 词:软基加固   真空堆载联合预压技术   处理效果   现场试验
文章编号:1009-640X(2007)01-0021-06
修稿时间:2006-07-10

Experimental study of vacuum surcharge preloading for improving soft base treatment of expressway bridge head
LU Xu-wen,LIU Ci-jun,LOU Yan,HE Ning,GUAN Bing-hong. Experimental study of vacuum surcharge preloading for improving soft base treatment of expressway bridge head[J]. Hydro-Science and Engineering, 2007, 0(1): 21-26
Authors:LU Xu-wen  LIU Ci-jun  LOU Yan  HE Ning  GUAN Bing-hong
Affiliation:1. Nanjing Hydraulic Research Institute, Nanjing 210029, China; 2. Ningbo Expressway Construction Headquarters, Ningbo 315192, China
Abstract:For the foundation treatment of the experimental segment of the south shore expressway of the Hangzhou Bay Cross Sea Bridge, the in situ monitoring has been conducted for more than two years by use of vacuumsurcharge preloading. Through analyzing and comparing the experimental data and the in situ measured data before and after improvement, it can be seen that the vacuum surcharge preloading technique is successful in dealing with the deep soft base.
Keywords:improvement of soft base   vacuum surcharge preloading   improvement effect   in situ experiment
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