岩土力学 ›› 2018, Vol. 39 ›› Issue (S2): 142-148.doi: 10.16285/j.rsm.2018.1072

• 基础理论与实验研究 • 上一篇    下一篇

钙质土电导率和渗透性的相关研究

朱长歧1,崔 翔1, 2,胡明鉴1,王新志1,唐健健1, 3, 4   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071; 2. 中国科学院大学,北京 100049;3. 广西大学 土木建筑工程学院,广西 南宁 530004;4. 广西大学 海洋学院,广西 南宁 530004
  • 收稿日期:2018-06-20 出版日期:2018-12-21 发布日期:2019-01-03
  • 通讯作者: 胡明鉴,男,1974年生,博士,研究员,博士生导师,主要从事海洋工程地质、地下水动力学方面的工作。E-mail: mjhu@whrsm.ac.cn E-mail:cqzhu@whrsm.ac.cn
  • 作者简介:朱长歧,男,1963年生,硕士,研究员,博士生导师,主要从事海洋工程地质、胶结钙质土的力学特性及地基加固理论研究及实践。
  • 基金资助:
    国家自然科学基金面上项目(No.41572304);中科院科技先导专项A类子课题(No.XDA13010301)

Study of electric conductivity and permeability of calcareous soil

ZHU Chang-qi1, CUI Xiang1, 2, HU Ming-jian1, WANG Xin-zhi1, TANG Jian-jian1, 3, 4   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China;2. University of Chinese Academy of Sciences, Beijing100049, China; 3. College of Civil Engineering, Guangxi University, Nanning, Guangxi 530004, China; 4. College of Ocean, Guangxi University, Nanning, Guangxi 530004, China
  • Received:2018-06-20 Online:2018-12-21 Published:2019-01-03
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41572304) and the Strategic Priority Research Program of the Chinese Academy of Sciences (XDA13010301).

摘要: 电导率是反映岛礁地下水土耦合性质的直接可测量参数,渗透系数是岛礁地下淡水体形成的重要影响因素,研究了不同地质条件下电导率变化规律,并用其表征土体渗透性有重要意义。首先测量不同干密度、含水率和孔隙液浓度下单一粒径钙质土电导率。由于钙质粉土内含黏粒成分,其表面双电层对电导率有影响,因此单独测量钙质粉土在干密度和含水率正交条件下的电导率,并进行变水头渗透试验。接着配制钙质粉土含量递增的级配土,测电导率并进行常水头渗透试验。试验发现,钙质土电导率与干密度,含水率和孔隙液浓度呈现明显规律性;级配土内随粉土含量增加电导率增加先缓慢,后迅速,最后趋于稳定;级配土渗透系数随电导率增加先缓慢减小后迅速减小;粉土渗透系数随电导率增加呈现中间大两头小的规律。最后初步推导了钙质土电导率与渗透系数的经验公式。

关键词: 钙质土, 电导率, 渗透系数, 黏粒, 双电层

Abstract: Electrical conductivity is a direct measurable parameter reflecting the soil and water coupling properties of the island, and permeability coefficient play an inportant role on formation of underground freshwater; so it is of great significance to study the variation law of electrical conductivity under different geological conditions and to characterize the permeability of soil. Firstly, the conductivity of single size calcareous sand is measured in different dry densities, water contents and solution concentrations. Because calcareous silt contains clay, its surface electric double layer has influence on conductivity. Therefore, the conductivity of calcareous silt under the condition of orthogonal dry density and moisture content is measured separately, and the variable head permeability test is carried out. Secondly, graded soils with increasing content of calcareous silt are prepared, their conductivities are measured companied by constant head permeability test. The results show that there exist relationships between the conductivity and the dry density, water content and solution concentration. Conductivity of calcareous soil increases slowly first, then quickly, and finally trends to steady with the increasing of silt content. Permeability of mixed soil decreases slowly first, then rapidly with the increase of conductivity. The permeability coefficient of silt increases with the increase of electrical conductivity, showing a law of large in medium stage and small in initial and final stages. Finally, empirical formulas of conductivity and permeability coefficient of calcareous soil are deduced preliminarily.

Key words: calcareous sand, conductivity, permeability, coefficient clay, double electric layer

中图分类号: 

  • P631.4
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