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泥岩含量对昔格达土填料路用性质的影响研究

余明东

工程地质学报2017,Vol.25Issue(2):317-321,5.
工程地质学报2017,Vol.25Issue(2):317-321,5.DOI:10.13544/j.cnki.jeg.2017.02.007

泥岩含量对昔格达土填料路用性质的影响研究

EFFECT OF CONTENT OF MUD ROCK ON ROAD APPLICATION PROPERTIES OF XIGEDA SOIL MIXED FILLING

余明东1

作者信息

  • 1. 西昌学院工程技术学院 西昌615013
  • 折叠

摘要

Abstract

In order to research the influence of the shale content on road application properties of Xigeda Soil mixed filling,heavy tamping test,compression test without lateral confinement,CBR and compression strength resilience test are performed.The research result indicates the following.The optimum moisture content and maximum dry density of mixed filling are mainly determined by the content of argillaceous siltstone,in addition to the effects of the particle size of shale,the water content and the shale content.The compaction results of artificial Xigeda Soil mixed filling and actual natural random mixed filling have obvious difference.The optimum moisture content and maximum dry density of mixed filling should carry on the dynamic values,based on the content of shale,content of water,compaction degree and content of massive shale of mixed filling in the practical engineering.When shale content (mass fraction) is lower than 65%,the unconfined compressive strength of mixed filling increases with shale content linearly.The unconfined compressive strength of mixed filling decreases with shale content linearly when shale content is larger than 65%.Compression strength resilience value of mixed filling increases with shale content.Through polynomial regressive analysis between shale content and CBR value,the polynomial regressive function of CBR value of mixed filling and shale content is established with good relevance.

关键词

道路工程/昔格达土/泥岩含量/击实试验/CBR

Key words

Road works/Xigeda Soil/Content of mud rock/Compaction test/CBR

分类

交通工程

引用本文复制引用

余明东..泥岩含量对昔格达土填料路用性质的影响研究[J].工程地质学报,2017,25(2):317-321,5.

基金项目

四川省教育厅科研基金项目(13ZB0169),四川省教育厅科研项目(14CZ0022)资助. (13ZB0169)

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

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