Abstract
AbstractThe measurement of groundwater level and surface displacement in a sandy model slope under repeated rainfall was conducted to examine the effect of repeated pore pressure loading and unloading on the slope deformation. The velocity increased with small fluctuation even immediately before failure. Positive and negative accelerations occurred due to fluctuations in the velocity. The velocity increased with a considerable rise in the groundwater level and approached its ultimate value immediately before failure. The surface displacement increased not only with the rise in the groundwater level but also with the fall of the groundwater level and under a constant groundwater level. The relationships between the velocity and the absolute value of the acceleration derived from the surface displacement were linear on a logarithmic scale and unique for each stage with increasing and decreasing velocities due to the rise and lowering in the groundwater level. While the relationship was different during the stage of creep during failure. The relationship had been recognized to be applicable only during an increase in velocity; in this paper, a new relationship was established for any velocity trend and the method for predicting the time of failure was proposed based on the relationship between the velocity and acceleration. The time remaining to failure, which was defined as the difference between the predicted failure time and present time, could approach zero at the actual failure time when the constant α in the equation was greater than 1.4, and the determining factor in regression analysis for deriving the constant was high under different periods of measurement before the final event. The time remaining to failure approaching zero might be an indicator for predicting failure time.
Funder
Japan Society for the Promotion of Science
Publisher
Springer Science and Business Media LLC
Subject
Earth-Surface Processes,Geology,Pollution,Soil Science,Water Science and Technology,Environmental Chemistry,Global and Planetary Change
Reference21 articles.
1. Abraham MT, Satyam N, Bulzinetti MA, Pradhan B, Pham BT, Segoni S (2020) Using field-based monitoring to enhance the performance of rainfall thresholds for landslide warning. Water 12:3453. https://doi.org/10.3390/w12123453
2. Bozzano F, Mazzanti P (2012) Assessing of failure prediction methods for slope affected by human activities, In: Eberhardt E, Froese C, Turner AK, Leroueil S (Eds.) Landslides and Engineered Slopes: Protecting Society through Improved Understanding (Proc of 11th Int. and 2nd North American symposium on landslides and Engineered Slopes, Banff, Canada, 3–8 June 2012). CRC Press/Balkema, Leiden, pp.1465–1471.
3. Carlà T, Nolesini T, Solari L, Rivolta C, Cas LD, Casagri N (2019) Rockfall forecasting and risk management along a major transportation corridor in the Alps through ground-based radar interferometry. Landslides 16:1425–1435. https://doi.org/10.1007/s10346-019-01190-y
4. Crosta GB, Agliardi F (2003) Failure forecast for large rock slides by surface displacement measurements. Can Geotech Jour 40:176–190
5. Fukuzono T (1985) A New Method for Predicting the Failure Time of a Slope. In: Proceedings of the 4th International Conference and Field Workshop on Landslides, Tokyo, Japan, pp.145–150.
Cited by
3 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献