首页 | 本学科首页   官方微博 | 高级检索  
     

改性残积土抗压强度与电阻率和纵波波速关系研究
引用本文:张著芳,张瑞敏,魏厚振,苗方利. 改性残积土抗压强度与电阻率和纵波波速关系研究[J]. 路基工程, 2012, 0(3): 39-42
作者姓名:张著芳  张瑞敏  魏厚振  苗方利
作者单位:1.贵州省公路工程集团有限公司, 贵阳 550001
基金项目:国家自然科学基金(11072255);交通部西部交通建设项目(2009318802074);浙江省重大科技专项(2009C13010)
摘    要:为了研究改性残积土抗压强度与电阻率、纵波波速之间的关系,采用石灰、粉煤灰两种改性材料按不同含量对其进行单掺、双掺,并进行电阻率、纵波波速和抗压强度的测试,结合试验结果进行回归分析。试验研究结果表明:抗压强度与电阻率、纵波波速之间均存在指数关系,但相关性不太好;含水量、改性材料含量的变化对抗压强度与电阻率关系有一定的影响,并且物理性质、改性材料的变化影响着抗压强度、电阻率、纵波波速的变化。

关 键 词:改性残积土   抗压强度   电阻率   纵波波速
收稿时间:2019-11-12

Study on Relations between Compressive Strength of Modified Residual Soil,Electric Resistivity and Longitudinal Wave Velocity
ZHANG Zhu-fang,ZHANG Rui-min,WEI Hou-zhen,MIAO Fang-li. Study on Relations between Compressive Strength of Modified Residual Soil,Electric Resistivity and Longitudinal Wave Velocity[J]. , 2012, 0(3): 39-42
Authors:ZHANG Zhu-fang  ZHANG Rui-min  WEI Hou-zhen  MIAO Fang-li
Affiliation:1.Guizhou Highway Engineering Group Co.,Ltd.,Guiyang 550001,China;2.Tianjin Institute of Urban Construction,Tianjin 300384,China;3.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China;4.College of Civil and Transportation Engineering,Hohai University,Nanjing 210098,China)
Abstract:In order to study the relations between compressive strength of modified residual soil,electric resistivity and longitudinal wave velocity,two materials,lime and fly ash,are mixed as the modifier into the soil individually or doubly in different proportion.Then the electric resistivity,longitudinal wave velocity and compressive strength are detected and the regressive analysis is carried out with the test results.The study result shows that the compressive strength has exponential relations to the electric resistivity and longitudinal wave velocity respectively but the relevance is poor;the change of water content and modifier proportion will affect the relation between compressive strength and electric resistivity to a certain extent;and the change of physical properties and modifier will have influence on the change of compressive strength,electric resistivity and longitudinal wave velocity.
Keywords:modified residual soil  compressive strength  electric resistivity  longitudinal wave velocity
本文献已被 CNKI 等数据库收录!
点击此处可从《路基工程》浏览原始摘要信息
点击此处可从《路基工程》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号