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秦沈客运专线软弱地基沉降控制措施与研究技术
引用本文:杜永林,韩会增,李俊. 秦沈客运专线软弱地基沉降控制措施与研究技术[J]. 地质灾害与环境保护, 2000, 11(4): 310-315
作者姓名:杜永林  韩会增  李俊
作者单位:安康铁路分局,安康750025;西南交通大学,成都610031
摘    要:要保证客运专线和高速铁路正常运行 ,路基沉降必须得到有效控制。本文结合秦沈客运专线软弱地基段土质特性 ,提出了地基沉降控制的加固措施、计算方法和试验研究方案 ,对进一步开展这项工作有一定指导意义

关 键 词:土质特性  复合地基  加固方案  离心模型试验
文章编号:1006-4362(2000)04-0310-06
修稿时间:2000-03-18

SETTLEMENT CONTROLLING MEASURE AND RESEARCH TECHNIQUE OF SOFT GROUND IN QINGHUANGDAO-SHENYANG SPECIAL RAILWAY LINE FOR PASSENGER TRANSPORT ATION
DU Yong-lin,HAN Hui-zeng,LI Jun. SETTLEMENT CONTROLLING MEASURE AND RESEARCH TECHNIQUE OF SOFT GROUND IN QINGHUANGDAO-SHENYANG SPECIAL RAILWAY LINE FOR PASSENGER TRANSPORT ATION[J]. Journal of Geological Hazards and Environment Preservation, 2000, 11(4): 310-315
Authors:DU Yong-lin  HAN Hui-zeng  LI Jun
Abstract:To guarantee the normal operation of special high speed railway line for passenger transportation,the settlement of ground must be controlled in an efficient way.Combined with the soil character of soft ground in Qinghuangdao Shenyang special railway line for passenger transportation,this article presents reinforcement measures,calculation methods and the plot for experiment and research for the subgrade settlement control, which may be useful for guiding further research.
Keywords:soil character  composite foundation  reinforcement project  centrifuge model t  
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