Influence of slope inclination on the triggering and distal reach of hydraulically-induced flow slides

被引:16
作者
Beddoe, Ryley A. [1 ]
Take, W. Andy [2 ]
机构
[1] York Univ, Dept Civil Engn, Toronto, ON M3J 1P3, Canada
[2] Queens Univ, Dept Civil Engn, Kingston, ON K7L 3N6, Canada
基金
加拿大创新基金会; 加拿大自然科学与工程研究理事会;
关键词
Flow slides; Static liquefaction; Centrifuge tests; Travel distance; Groundwater; Slope inclination; PORE-PRESSURE FEEDBACK; LIQUEFACTION; SAND; INSTABILITY; LANDSLIDES; MOISTURE; FAILURE;
D O I
10.1016/j.enggeo.2015.01.006
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In the absence of water, a dry granular landslide mass released on an incline will experience greater acceleration than an otherwise identical mass released on a plane of lower inclination. However, when water is introduced to the system, the outcome is more complicated. While it requires less water pressure to trigger a landslide on a steep slope, the additional saturated soil in a gentle slope can make it more susceptible to flow liquefaction, which in turn can make it the slope of greater risk in terms of the landslide velocity and distal reach. Results from seven geotechnical centrifuge tests were evaluated to compare the behavior of flow slides triggered in a loose granular soil layer inclined at 20 degrees and 30 degrees. The results indicate that the influence of slope inclination on mobility is highly dependent on antecedent groundwater conditions. In low antecedent groundwater scenarios, the mobility of the failures triggered in the 20 degrees and 30 degrees were similar. However, in a high antecedent groundwater scenario, a flow slide triggered on the 20 degrees slope was observed to travel twice the distance, and reaching nearly twice the maximum velocity than a flow slide triggered on the steeper 30 degrees slope. These results provide experimental data documenting the complex interaction between slope inclination and antecedent groundwater conditions to control the triggering and distal reach of hydraulically-induced flow slides. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:170 / 182
页数:13
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