›› 2017, Vol. 38 ›› Issue (1): 157-164.doi: 10.16285/j.rsm.2017.01.020

• 基础理论与实验研究 • 上一篇    下一篇

基于电阻率法的膨胀土膨胀性评价研究

储 亚1, 2,查甫生1, 3,刘松玉1, 2,蔡国军1, 2,寇 博4   

  1. 1. 东南大学 岩土工程研究所,江苏 南京 210096;2. 东南大学 江苏省城市地下工程与环境安全重点实验室,江苏 南京 210096; 3. 合肥工业大学 资源与环境工程学院,安徽 合肥 230009;4. 中交第一公路勘察设计研究院有限公司,陕西 西安 710068
  • 收稿日期:2015-03-07 出版日期:2017-01-11 发布日期:2018-06-05
  • 通讯作者: 刘松玉,男,1963年生,博士,博士生导师,教授,主要从事地基处理、原位测试、环境岩土工程等方面的科研工作。E-mail: liusy@seu.edu.cn E-mail:136235507@qq.com
  • 作者简介:储亚,男,1987年生,博士研究生,主要从事环境岩土工程等方面的科研工作。
  • 基金资助:

    国家自然科学基金重点项目(No. 41330641);国家自然科学基金项目(No. 41202203)。

Evaluation of expansibility of expansive soil using resistivity method

CHU Ya1, 2, ZHA Fu-sheng1, 3, LIU Song-yu1, 2, CAI Guo-jun1, 2, KOU Bo4   

  1. 1. Institute of Geotechnical Engineering, Southeast University, Nanjing, Jiangsu 210096, China; 2. Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety, Southeast University, Nanjing, Jiangsu 210096, China; 3. School of Resources and Environment Engineering, Hefei University of Technology, Hefei, Anhui 230009, China; 4. CCCC First Highway Consultants Co., Ltd., Shangxi, Xi’an, Shaanxi 710068, China
  • Received:2015-03-07 Online:2017-01-11 Published:2018-06-05

摘要: 目前膨胀土的膨胀率一般只能通过室内试验获取,无法通过简单快速的测试得到。结合课题组前期的相关膨胀土电学特性试验研究发现,膨胀土吸水膨胀会改变土体内部结构,而土体内部结构的变化会引起电阻率的改变。通过对取自合肥的膨胀土进行电阻率、膨胀率等相关性能的试验,分析电阻率指标,并对膨胀土的吸水膨胀特性进行预测评价。研究发现,膨胀率随着初始电阻率的增大而增大,且随着上覆荷载的增大而减小;竖向电阻率与实时膨胀率基本呈直线增加关系,直至土体电阻率达到孔隙液电阻率为止。根据膨胀土基本电学试验和膨胀土吸水膨胀及相应横纵向电阻率实时测试试验研究发现,膨胀土的膨胀性能与电阻率结构参数吻合很好,因此,可以通过电阻率相关指标对膨胀土的膨胀特性进行预测。由于相应膨胀率为无量纲指标,故通过黏性土电阻率结构参数去除孔隙率影响,建立了无量纲综合电阻率指标Er与膨胀率之间的关系,以供后期膨胀土的膨胀率预测。

关键词: 膨胀土, 膨胀率, 电阻率, 室内试验

Abstract: Currently, it is is difficult to obtain the expensive rate of expansive soil simplely and rapidly. Generally, the expensive rate can only be obtained through indoor test. It is shown that the internal structure will be changed with water swelling by previous experiments about the electrical characteristics of expansive soil in laboratory. The change of internal structure can lead to the change of resistivity. Resistivity, expensive rate and other related performance experiments are performed by using Hefei expansive soil. The resistivity index is used to predict the water swelling characteristics of expansive soil. It can be found that the expansive rate increases with the increase of initial resistivity and decreases with the increase of the overlying load. In addition, the vertical resistivity exhibits a linear increase with real-time expansion rate until the soil resistance rate reaches pore fluid resistivity. The previous experimental studies of our research group about resistivity characteristics of expansive soil are used to analyze and contrast. It can be found that expansion characteristics of expansive soil have a good fit with resistivity properties. Hence, the resistivity can be used to predict expansion rate. As the corresponding expensive rate is a dimensionless index, through the normalization of cohesive soil resistivity and regardless of the influence of the porosity, the relationship between dimensionless integrated resistivity index Er and the expensive rate is developed. The conclusions can be used for the expansion rate prediction of expansive soil.

Key words: expansive soil, expansive rate, electrical resistivity, laboratory test

中图分类号: 

  • TU 411

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