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高速公路拓宽工程硬路肩下土体注浆加固试验研究
引用本文:俞建霖,曾开华,龚晓南,岳原发. 高速公路拓宽工程硬路肩下土体注浆加固试验研究[J]. 中国公路学报, 2005, 18(3): 27-31
作者姓名:俞建霖  曾开华  龚晓南  岳原发
作者单位:1. 浙江大学,岩土工程研究所,浙江,杭州,310027
2. 沪杭甬高速公路拓宽工程建设指挥部,浙江,杭州,310013
摘    要:针对杭甬高速公路拓宽工程中,原硬路肩下局部土体需进行加固以达到底基层的设计要求的问题,首次提出了采用注浆法对硬路肩下土体进行加固,并对注浆工艺和加固效果进行了试验研究,具体内容包括:注浆孔布置、注浆材料、注浆方式、注浆控制参数、施工工艺及加固效果检测等。测试结果表明:采用注浆法加固后,硬路肩下土体弯沉值减小,回弹模量和剪切波速显著增大。注浆后土体回弹模量达到设计要求,施工过程基本不影响车辆通行,且与开挖翻造法相比可节约28%的工程造价。

关 键 词:道路工程  注浆加固  试验研究  底基层
文章编号:1001-7372(2005)03-0027-05
修稿时间:2004-08-25

Experimental research on injection process of soil under hard shoulder in freeway widening project
YU Jian-lin,ZENG Kai-hua,GONG Xiao-nan,YUE Yuan-fa. Experimental research on injection process of soil under hard shoulder in freeway widening project[J]. China Journal of Highway and Transport, 2005, 18(3): 27-31
Authors:YU Jian-lin  ZENG Kai-hua  GONG Xiao-nan  YUE Yuan-fa
Affiliation:YU Jian-lin1,ZENG Kai-hua1,GONG Xiao-nan1,YUE Yuan-fa2
Abstract:Part of soil under the hard shoulder should be improved to reach the design standards of subbase in Hangzhou-Ningbo freeway widening project.Injection method is firstly put forward to improve the soil,and experimental study on injection process and effect is introduced in this paper.Researches about location of injecting hole,injection material and method selecting,injection controlling parameters and construction techniques are studied.In the end,two groups of testing are done to validate the reinforced effect.It is shown that as the deflection value decreases,modules of resilience and shear wave speed increase remarkably after injection.The resilient modulus of injected soil reaches the design standards.The advantage of this method is that it causes little influence on traffic and 28 percents of total engineering cost can be saved.
Keywords:road engineering  injection process  experimental research  subbase
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