Acoustic emission monitoring of a soil slope: Comparisons with continuous deformation measurements

被引:64
作者
Smith, A. [1 ]
Dixon, N. [1 ]
Meldrum, P. [2 ]
Haslam, E. [2 ]
Chambers, J. [2 ]
机构
[1] Univ Loughborough, Sch Civil & Bldg Engn, Loughborough, Leics, England
[2] British Geol Survey, Keyworth NG12 5GG, Notts, England
基金
英国工程与自然科学研究理事会;
关键词
deformation; field instrumentation; landslides; slopes; LANDSLIDE; GUIDE;
D O I
10.1680/geolett.14.00053
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Acoustic emission (AE) has become an established approach to monitor the stability of soil slopes. However, the challenge has been to develop strategies to interpret and quantify deformation behaviour from the measured AE. This paper presents the first comparison of continuous AE (measured using an active waveguide) and continuous subsurface deformation measurements. The active waveguide is installed in a borehole through a slope and comprises a metal waveguide rod or tube with a granular backfill surround. When the host slope deforms, the column of granular backfill also deforms, generating AE that can propagate along the waveguide. This paper presents results from a field trial at a reactivated soil slope in North Yorkshire, UK. The measurements confirm that AE rates generated are directly proportional to the velocity of slope movement (e.g. the AE rate versus velocity relationship determined for a series of slope movement events produced an R-2 value of 0.8) and demonstrate the performance of AE monitoring of active waveguides to provide continuous information on slope displacements and displacement rates with high temporal resolution.
引用
收藏
页码:255 / 261
页数:7
相关论文
共 29 条
[1]  
Anderson MG, 2013, COMMUNITY-BASED LANDSLIDE RISK REDUCTION: MANAGING DISASTERS IN SMALL STEPS, P1, DOI 10.1596/978-0-8213-9456-4
[2]  
[Anonymous], 1991, P 5 C AC EM MICR ACT
[3]  
[Anonymous], 1989, J ACOUSTIC EMISSION
[4]  
Beard F. D., 1961, W CONSTRUCT SAN FRAN, V36, P72
[5]   LANDSLIDE NOISE [J].
CADMAN, JD ;
GOODMAN, RE .
SCIENCE, 1967, 158 (3805) :1182-&
[6]   Three-dimensional geophysical anatomy of an active landslide in Lias Group mudrocks, Cleveland Basin, UK [J].
Chambers, J. E. ;
Wilkinson, P. B. ;
Kuras, O. ;
Ford, J. R. ;
Gunn, D. A. ;
Meldrum, P. I. ;
Pennington, C. V. L. ;
Weller, A. L. ;
Hobbs, P. R. N. ;
Ogilvy, R. D. .
GEOMORPHOLOGY, 2011, 125 (04) :472-484
[7]  
Chambers J. E., 2008, P NEAR SURFACE 2008, P1
[8]  
Cruden D.M., 1996, Trans. Res. B, V247, P36
[9]   Quantification of slope displacement rates using acoustic emission monitoring [J].
Dixon, N. ;
Spriggs, M. .
CANADIAN GEOTECHNICAL JOURNAL, 2007, 44 (08) :966-976
[10]   Quantification of reactivated landslide behaviour using acoustic emission monitoring [J].
Dixon, N. ;
Spriggs, M. P. ;
Smith, A. ;
Meldrum, P. ;
Haslam, E. .
LANDSLIDES, 2015, 12 (03) :549-560