Monitoring Fine-Grain Soil Loading with Time-Domain Reflectometry

被引:0
作者
Faroqy, A. [1 ]
Royal, A. C. D. [1 ]
Curioni, G. [2 ]
Chapman, D. N. [1 ]
Cassidy, N. J. [1 ]
机构
[1] Univ Birmingham, Dept Civil Engn, Sch Engn, Birmingham B15 2TT, W Midlands, England
[2] Univ Birmingham, Sch Geog Earth & Environm Sci, Birmingham B15 2TT, W Midlands, England
基金
英国工程与自然科学研究理事会;
关键词
Time-domain reflectometry (TDR); Geophysical monitoring; Saturated soils; Ground investigation; Geotechnical asset; TDR probe orientation; WATER-CONTENT; ELECTRICAL-CONDUCTIVITY; VOLUME CHANGE; PERMITTIVITY; RESISTIVITY; MECHANISMS; PROBES; CLAY;
D O I
10.1061/(ASCE)GT.1943-5606.0002253
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Subsurface geophysical investigations have the potential of providing information for the long-term monitoring of geotechnical assets. This research evaluates the suitability of vertically and horizontally orientated, embedded time-domain reflectometry (TDR) measurements for monitoring of near-saturated, fine-grained soils under vertical loading conditions. TDR measurements were carried out regularly during vertical loading and unloading of near- and fully-saturated soil mixtures containing fine sand, kaolinite, and bentonite. The results show that TDR probe orientation, in relation to the load direction, affects the values of TDR measured apparent permittivity (AP) and bulk electrical conductivity (BEC). The relationship between the soil void ratio and AP was found to be clearer when measured in the direction of loading, whereas AP and BEC, measured normal to the load application, appears to reflect changes in pore water pressure. BEC was found to be more variable and less obvious. It is concluded that monitoring relative changes in temporal AP and BEC using embedded TDR sensors can provide unique and valuable information on how a soil responds to loading under near-saturated conditions. (C) 2020 American Society of Civil Engineers.
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页数:12
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共 56 条
  • [1] Electrical resistivity of compacted clays
    AbuHassanein, ZS
    Benson, CH
    Blotz, LR
    [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1996, 122 (05): : 397 - 406
  • [2] [Anonymous], 1997, INTRO APPL ENV GEOPH
  • [3] [Anonymous], P I CIVIL ENG CIVIL
  • [4] [Anonymous], 2014, THESIS U TEXAS ARLIN
  • [5] [Anonymous], 1966, EXPLORATIONISTS GUID, DOI DOI 10.1126/SCIENCE.155.3767.1234-A
  • [6] [Anonymous], GEOPHYS ENG INVESTIG
  • [7] [Anonymous], ACTA AGROPHYS
  • [8] [Anonymous], FP7DIGISOILD11 BUR R
  • [9] [Anonymous], SC080046R1 ENV AG
  • [10] [Anonymous], 1990, BS13772