多孔性
山崩
孔隙水压力
地质学
岩土工程
打滑(空气动力学)
土壤科学
米
矿物学
水文学(农业)
天文
热力学
物理
作者
Richard M. Iverson,Mark E. Reid,Neal R. Iverson,Richard G. LaHusen,Matthew Logan,Janet E. Mann,Dianne L. Brien
出处
期刊:Science
[American Association for the Advancement of Science (AAAS)]
日期:2000-10-20
卷期号:290 (5491): 513-516
被引量:345
标识
DOI:10.1126/science.290.5491.513
摘要
Some landslides move imperceptibly downslope, whereas others accelerate catastrophically. Experimental landslides triggered by rising pore water pressure moved at sharply contrasting rates due to small differences in initial porosity. Wet sandy soil with porosity of about 0.5 contracted during slope failure, partially liquefied, and accelerated within 1 second to speeds over 1 meter per second. The same soil with porosity of about 0.4 dilated during failure and slipped episodically at rates averaging 0.002 meter per second. Repeated slip episodes were induced by gradually rising pore water pressure and were arrested by pore dilation and attendant pore pressure decline.
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