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不同崩解条件下泥质红砂岩路用性能试验研究
引用本文:张文学,杨有海.不同崩解条件下泥质红砂岩路用性能试验研究[J].路基工程,2012,0(2):105-107.
作者姓名:张文学  杨有海
作者单位:华南理工大学土木与交通学院,广州 510640
摘    要:工程实践表明红砂岩在遇水情况下易崩解,且崩解后红砂岩的物理性质变化较大。以湖南长沙某环保科技园工地现场泥质红砂岩为研究对象,通过崩解试验和击实试验对不同条件下红砂岩的崩解情况和红砂岩崩解后的最佳含水量、最大干密度等物理性质进行试验研究,表明不同崩解条件下红砂岩崩解后的差异性,为红砂岩在路基工程中的应用提供参考。

关 键 词:泥质红砂岩    崩解    最佳含水量    最大干密度
收稿时间:2019-11-09

Experimental Study on Road Performance of Muddy Red Sandstone under Different Disintegration Conditions
Authors:PENG Xian-ming  FU Xin-sha
Institution:(School of Civil and Transportation Engineering, South China University of Technology, Guangzhou 510640, China)
Abstract:The practical 'work shows that red sandstone is easily disintegrated in water and its physical properties will change a lot after the disintegration. Taking the muddy red sandstone in the field of certain environment-protected industrial park in Changsha, Hunan as the object of study, the disintegration under different conditions is studied through disintegration and compaction tests with its physical properties such as optimum water content, maximum dry density tested after disintegration. Thus the difference of red sandstone after disintegration under different conditions is indicated offering reference to application of red sandstone in subgrade engineering.
Keywords:muddy red sandstone  disintegration  optimum water content  maximum dry density
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