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高速铁路软土地基处理方法对比试验
引用本文:董亮,叶阳升,蔡德钩,吴波,杨年华.高速铁路软土地基处理方法对比试验[J].岩土力学,2006,27(10):1856-1860.
作者姓名:董亮  叶阳升  蔡德钩  吴波  杨年华
作者单位:1. 北京交通大学 土建学院,北京 100081;2. 铁道科学研究院铁建所,北京 100081;3.中铁12局,太原 030024
基金项目:铁路部科技研究开发计划
摘    要:为探索高速铁路较薄软土地基的加固处理方法,在中国江苏省某铁路试验段进行了针对淤泥质黏土厚度为2~5 m的软土地基现场填筑试验,包括袋装砂井加爆炸、塑料排水板加等载预压、两种间距粉喷桩及砂垫层处理共5个区段。通过为期14个月的原位测试,得到较薄软土地基的沉降变形特性;并通过加固方案效果对比,研究了工后沉降控制效果和工程经济性,其成果对高速铁路软土地基加固处理方案、设计参数的选有一定的参考价值。

关 键 词:高速铁路  软土地基处理  沉降变形特性  工后沉降  
文章编号:1000-7598-(2006)10-1856-05
收稿时间:2005-01-10
修稿时间:2005-05-31

Contrast test on soft ground improvement of high-speed rails
DONG Liang,YE Yang-sheng,CAI De-gou,WU Bo,YANG Nian-hua.Contrast test on soft ground improvement of high-speed rails[J].Rock and Soil Mechanics,2006,27(10):1856-1860.
Authors:DONG Liang  YE Yang-sheng  CAI De-gou  WU Bo  YANG Nian-hua
Institution:1. School of Civil & Architecture Engineering, Beijing Jiaotong University, Beijing 100044, China; 2. Railway Engineering Research Institute, China Academy of RailWay Science, Beijing 100081, China; 3. The 12th Bureau Group of China Railway Taiyuan 030024, China
Abstract:In order to explore the processing method of foundation stabilization. Large-scale field tests on a soft ground composed of a 2-5 m thick mucky soil were conducted in Jiangsu province, involving five ground improvement methods, on a soft ground composed of a 2-5 m thick mucky soil. These tests included packed-drain with explosion, plastic-drain with surcharge, cement-jet-pilling at different spacing, and sand mat. During 14 months’ in situ testing, the deformation behavior of the improved soft ground was investigated, and by comparing with the reinforcement scheme, the settlement after completion and economical efficiency of project are also studied. These results are expected to provide the reference value for the selecting of soft ground treatment methods and design parameters of high-speed rails.
Keywords:high-speed rails  deformation property  the settlement after completion  packed-drain with explosion
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