Experimental study to identify premonitory factors of landslide dam failures
No Thumbnail Available
Date
Journal Title
Journal ISSN
Volume Title
Publisher
Abstract
Description
Identifying premonitory factors before final failure for long-existing landslide dams is of high importance in
disaster prevention and risk reduction. In this study, a series of large-scale (outdoor) experiments were designed
and conducted to identify premonitory factors that may be used in failure prediction for actual landslide dams.
Surface deformation, especially dam-crest settlement, dam seepage-water turbidity and self-potential across the
dam crest were selected as the target parameters. Changes in these parameters showed apparent correlations
between each other. Based on the monitoring data obtained and the observation performed during the tests, the
deformation and failure sequence of the dam model can be separated into four time-sequential periods: 1)
Emergence of seepage water and front wetting. In this period, the monitoring parameters did not show any
obvious changes. However, wetting was observed in the downstream face. 2) Hyperconcentrated flow discharge.
In this period, water flowed out of the drainage channel, and the vertical deformation of the dam body became
obvious, while the turbidity of the seepage water increased. 3) Emergence and development of cracks on the dam
crest. In this period, the dam-crest settlement also increased. 4) Sudden collapse and final failure. In this period,
self-potential across the dam crest decreased rapidly, and the dam-crest settlement reached a peak value.
Therefore, dam-crest settlement, seepage-water turbidity and self-potential changes can be regarded as premonitory
factors of landslide dam failure
Keywords
T Technology (General), TA Engineering (General). Civil engineering (General)