Quantification of slope displacement rates using acoustic emission monitoring

Author:

Dixon N.1,Spriggs M.1

Affiliation:

1. Department of Civil and Building Engineering, Loughborough University, Loughborough LE11 3TU, UK.

Abstract

In soil slopes, developing shear surfaces generate acoustic emission (AE). The authors have previously proposed the use of active waveguides for monitoring the stability of such slopes. Active waveguides consist of a steel tube installed in a preformed borehole through a slope with coarse-grained soil backfill placed in the annulus around the tube. Deformation of the host soil generates AE in the active waveguide. Field trials of this system reported previously have shown that AE rates are linked to slope deformation rates. This paper extends the study by detailing a method for quantifying slope movement rates using an active waveguide. A series of laboratory experiments are presented and used to define the relationship between AE event count rate and displacement rate. The method was shown to differentiate rates within an order of magnitude, which is consistent with standard landslide movement classification (i.e., 1–0.001 mm/min), using a relationship derived between the gradient of the event count rate with time and the deformation rate. In addition, it was possible to detect a change in displacement rate within 2 min of it occurring even at very slow rates (i.e., 0.0018 mm/min). Knowledge of changes in displacement rate is important in situations where slope movements are suddenly triggered or displacements accelerate in response to a destabilizing event. Field trials of a real-time AE monitoring system are currently in progress to compare performance against traditional instrumentation.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference7 articles.

1. ASTM. 2002. Standard guide for mounting piezoelectric acoustic emission sensors. ASTM International, West Conshohocken, Pa. American National Standard, Designation: E650–97. pp. 277–279.

2. Acoustic emission monitoring of slope instability: development of an active waveguide system

3. Koerner, R.M., McCabe, W.M., and Lord, A.E. 1981. Acoustic emission behaviour and monitoring of soils. In Acoustic emission in geotechnical practice. ASTM STP 750. American Society for Testing and Materials, West Conshohocken, Pa. pp. 93–141.

4. Kousteni, A. 2002. Investigation of acoustic emission waveguide systems for detecting slope instability. Ph.D. thesis. Department of Civil and Structural Engineering, The Nottingham Trent University, Nottingham, UK.

5. Shiotani, T., and Ohtsu, M. 1999. Prediction of slope failure based on AE activity. In Acoustic emission: standards and technology update. Edited by S.J. Vahaviolos. ASTM STP 1353. American Society for Testing Materials, West Conshohocken, Pa. pp. 157–172.

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