岩土力学 ›› 2023, Vol. 44 ›› Issue (2): 392-402.doi: 10.16285/j.rsm.2022.0409

• 基础理论与实验研究 • 上一篇    下一篇

基于高密度电阻率法的土体干缩裂隙动态发育过程精细监测研究

章君政,唐朝生,巩学鹏,周启友,程青,吕超,施斌   

  1. 南京大学 地球科学与工程学院,江苏 南京 210023
  • 收稿日期:2022-03-31 接受日期:2022-06-18 出版日期:2023-02-10 发布日期:2023-02-17
  • 通讯作者: 唐朝生,男,1980年生,博士,教授,主要从事环境岩土工程和工程地质方面的教学和研究工作。E-mail: tangchaosheng@nju.edu.cn E-mail:zhangjunzheng@smail.nju.edu.cn
  • 作者简介:章君政,男,1999年生,博士研究生,主要从事环境岩土工程和高密度电法方面的研究。
  • 基金资助:
    国家杰出青年科学基金项目(No. 41925012);国家自然科学基金重点项目(No. 42230710);国家重点研发计划(No. 2019YFC1509902,No. 2020YFC1808101);江苏省自然科学基金项目(No. BK20211087)。

Refined monitoring of the dynamic process of soil desiccation cracking using ERT

ZHANG Jun-zheng, TANG Chao-sheng, GONG Xue-peng, ZHOU Qi-you, CHENG Qing, LÜ Chao, SHI Bin   

  1. School of Earth Sciences and Engineering, Nanjing University, Nanjing, Jiangsu 210023, China
  • Received:2022-03-31 Accepted:2022-06-18 Online:2023-02-10 Published:2023-02-17
  • Supported by:
    This work was supported by the National Science Foundation for Outstanding Young Scholars (41925012), the Key Program of National Natural Science Foundation of China (42230710), the National Key Research and Development Program of China (2019YFC1509902, 2020YFC1808101) and the Natural Science Foundation of Jiangsu Province (BK20211087).

摘要: 土体在气候作用下发育干缩裂隙是一种常见的自然现象,裂隙的存在会极大弱化土体的工程性质,诱发许多岩土与地质工程问题。为了实时掌握黏性土中干缩裂隙网络的发展状态,提出了一套基于高密度电阻率层析成像技术(ERT)的土体干缩裂隙动态发展过程精细监测方法。分别开展模型试验及原位试验,利用自行研制的测定系统持续采集电流-电位差数据,随后利用自行开发的有限元法电阻率层析成像(FemERT)系统进行数据处理,获取了裂隙网络在不同发育阶段的空间分布特征。结果表明:(1)ERT可以实现土体裂隙发育过程的精细监测,具备监测三维裂隙网络几何形态的能力,裂隙宽度的识别精度达到毫米级,裂隙深度的识别精度达到厘米级;(2)ERT的感度分布特征解释了裂隙发育对于土体电阻率的影响规律,测定电阻值时程曲线因裂隙产生位置的不同而呈现不同的变化规律;(3)反演电阻率及其相对变化率(Rev)可以直观表征裂隙网络在不同阶段的空间几何形态,凸显裂隙动态发育过程对于土体导电性的影响。

关键词: 土体干缩开裂, 高密度电阻率法, 土体电阻率, 裂隙表征, 裂隙监测, 裂隙发育过程

Abstract: Desiccation cracking of soil affected by actions of climate is a common phenomenon in nature. The presence of cracks can dramatically weaken the engineering properties of soil and cause many geotechnical and geological engineering problems. A refined monitoring method of the dynamic process of soil desiccation cracking using electrical resistivity tomography (ERT) is proposed to determine the development of the cracking networks in clayey soil. The model test and in-situ test were carried out to monitor the process of soil cracking separately. Self-developed resistance measuring system was applied to continuously collect the current-potential difference data. The data were then processed and inverted using a self-developed system named FemERT (finite element method electrical resistivity tomography) to obtain spatial distribution characteristics of the cracking networks at different periods. The results show that: (1) ERT can achieve the refined monitoring of the soil cracking process and can monitor the geometrical morphology of three-dimensional crack networks. The identification accuracy of crack width and depth can reach millimeter level and centimeter level respectively. (2) The difference in sensitivity distribution of ERT can explain the influence of cracking on soil resistivity. The measured resistance curves show different features according to the position of the crack formatting. (3) The interpreted resistivity and its relative change rate (Rev) can directly describe the spatial geometric morphology of the cracking networks at different stages, highlighting the influence of the dynamic development process of cracking on the electrical conductivity of soils.

Key words: soil desiccation cracking, electrical resistivity tomography (ERT), soil resistivity, crack characterization, crack monitoring, crack propagation process

中图分类号: 

  • TU 43
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