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大厚度湿陷性黄土路基浸水试验与沉降变形研究
引用本文:罗晓锋,王艳艳,崔光辉.大厚度湿陷性黄土路基浸水试验与沉降变形研究[J].兰州铁道学院学报,2014(1):124-130.
作者姓名:罗晓锋  王艳艳  崔光辉
作者单位:[1]内蒙古科技大学矿业工程学院,内蒙古包头014010 [2]内蒙古科技大学煤炭学院,内蒙古包头014010 [3]铁道第三勘察设计院集团有限公司,天津000183
摘    要:结合郑州-西安高速铁路项目,在湿陷性黄土厚度大于25m的典型路段(潼关和华阴)地区做了直径为25m的浸水试验,试验历时52d,同时采集大量原状土样,进行室内试验,获得了一系列黄土力学参数.研究发现,该地区黄土浸水后变形较大,从而导致黄土沉降较为严重,属于自重湿陷性黄土,该研究可为沿线大厚度湿陷性黄土路基的处理及防排水措施提供资料,同时也为其它地区同类黄土的施工提供了理论支持.

关 键 词:大厚度湿陷性黄土  浸水试验  沉降变形  湿陷量

Study on Immersion Test and Settlement Deformation of Large Thickness Collapsible Loess Subgrade
LUO Xiao-feng,WANG Yan-yan,CUI Guang-hui.Study on Immersion Test and Settlement Deformation of Large Thickness Collapsible Loess Subgrade[J].Journal of Lanzhou Railway University,2014(1):124-130.
Authors:LUO Xiao-feng  WANG Yan-yan  CUI Guang-hui
Institution:1. Mining Engineering College, Inner Mongolia University of Science and Technology, Baotou 014010, China l 2. Coal Science and Engineering College,Inner Mongolia University of Sdenee and Teehnology,Baotou 014010,China 3. The Third Railway Survey and Design Institute Group Corporation,Tianjin 000183 ,China)
Abstract:According to Zhengzhou-Xi'an high speed railway projects,conducted a 25m diameter im-mersion test in typical section(Tongguan and Huayin)of collapse loess which thickness is greater than 25m.the test lasted for 52d,at the same time,collected a large number of undisturbed soil sample,conducted laboratory tests,received a series of loess mechanical parameters.The research indicates that the loess in this area with large deformation after soaking,resulting in a severe sub-sidence of loess,it belongs self-weight collapsible loess,the study provides treatment and water-proof and drainage measures data for large thickness collapse loess subgrade along the railway,as well as providing theoretical support for the construction of similar loess in other areas.
Keywords:large thickness collapse loess  water immersion  settlement deformation  collapse set-tlement
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