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Key parameters controlling electrical resistivity and strength of cement treated soils
  • ISSN号:1000-4548
  • 期刊名称:《岩土工程学报》
  • 时间:0
  • 分类:TU472.36[建筑科学—结构工程;建筑科学—土工工程] TM934.16[电气工程—电力电子与电力传动]
  • 作者机构:[1]School of Transportation, Southeast University, Nanjing 210096, China, [2]School of Urban Rail Transportation, Soochow University, Suzhou 215021, China
  • 相关基金:Project(BK2011618) supported by the Natural Science Foundation of Jiangsu Province, China; Project(51108288) supported by the National Natural Science Foundation of China
中文摘要:

The improvement of question soils with cement shows great technical,economic and environmental advantages.And interest in introducing electrical resistivity measurement to assess the quality of cement treated soils has increased markedly recently due to its economical,non-destructive,and relatively non-invasive advantages.This work aims to quantify the effect of cement content(aw),porosity(nt),and curing time(T) on the electrical resistivity(ρ) and unconfined compression strength(UCS) of cement treated soil.A series of electrical resistivity tests and UCS tests of cement treated soil specimen after various curing periods were carried out.A modified Archie empirical law was proposed taking into account the effect of cement content and curing period on the electrical resistivity of cement treated soil.The results show that nt/(aw·T) and nt/(aw·T1/2) ratio are appropriate parameters to assess electrical resistivity and UCS of cement treated soil,respectively.Finally,the relationship between UCS and electrical resistivity was also established.

英文摘要:

The improvement of question soils with cement shows great technical, economic and environmental advantages. And interest in introducing electrical resistivity measurement to assess the quality of cement treated soils has increased markedly recently due to its economical, non-destructive, and relatively non-invasive advantages. This work aims to quantify the effect of cement content (aw), porosity (nt), and curing time(T) on the electrical resistivity (p) and unconfined compression strength (UCS) of cement treated soil. A series of electrical resistivity tests and UCS tests of cement treated soil specimen after various curing periods were carried out. A modified Archie empirical law was proposed taking into account the effect of cement content and curing period on the electrical resistivity of cement treated soil. The results show that nt/(aw·T) and nt/(aw·T^1/2) ratio are appropriate parameters to assess electrical resistivity and UCS of cement treated soil, respectively. Finally, the relationship between UCS and electrical resistivity was also established.

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期刊信息
  • 《岩土工程学报》
  • 中国科技核心期刊
  • 主管单位:中国科协
  • 主办单位:中国水利学会 中国土木工程学会 中国力学学会 中国建筑学会 中国水力发电工程学会 中国振动工程学会
  • 主编:蔡正银
  • 地址:南京虎踞关34号
  • 邮编:210024
  • 邮箱:ge@nhri.cn
  • 电话:025-85829553 85829534
  • 国际标准刊号:ISSN:1000-4548
  • 国内统一刊号:ISSN:32-1124/TU
  • 邮发代号:28-62
  • 获奖情况:
  • 中国科协二等奖,江苏省首届优秀期刊奖,连续三次被评为核心期刊
  • 国内外数据库收录:
  • 美国化学文摘(网络版),荷兰文摘与引文数据库,美国工程索引,美国剑桥科学文摘,日本日本科学技术振兴机构数据库,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:54826