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软土路基真空联合堆载预压位移监测与分析
引用本文:童中,汪建斌.软土路基真空联合堆载预压位移监测与分析[J].岩土力学,2002,23(5):661-666.
作者姓名:童中  汪建斌
作者单位:1. 广州市政工程监理有限公司,广东,广州,510060
2. 广东省航务工程总公司岩土公司,广东,广州,510230
摘    要:详细介绍了广肇高速公路K54+350~K54+560段软弱路基的工程地质特征及真空联合堆载预压位移监测布设。通过对监测沉降数据以及测斜数据的分析,认为真空联合堆载预压法处理本段软弱路基是成功的,在类似工程中应用是可行的。

关 键 词:位移监测  软弱路基  真空联合堆载预压  工程地质条件  沉降  软土地基
文章编号:1000-7598-(2002)05-0661-06
收稿时间:2001-12-18
修稿时间:2001年12月18

Monitoring and analysis of displacements of soft soil embankment with jointed vacuum-preloading treatment
TONG Zhong,WANG Jian-bin.Monitoring and analysis of displacements of soft soil embankment with jointed vacuum-preloading treatment[J].Rock and Soil Mechanics,2002,23(5):661-666.
Authors:TONG Zhong  WANG Jian-bin
Institution:1. Guangzhou Municipal Supervising Company, Guangzhou 510060, China ; 2. Guangdong Navigational General Company, Guangzhou 510230, China
Abstract:The monitoring design has been discussed in detail about soft soil embankment ( segment K54+350~K54+560 , Guang -Zhao expressway ) which is treated by jointed vacuum-preloading method . The rich inspection results have been obtained. Through analyzing the obtained data, it is shown that the jointed vacuum-preloading treatment method is successful; and it can be adopted in the similar engineering cases.
Keywords:soft soil embankment  jointed vacuum-preloading treatment  monitoring  
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