Seismic response and progressive failure patterns of shattered slopes controlled by non-persistent joints: insights from shaking table tests and numerical simulations
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引用次数: 0
Abstract
The non-persistent discontinuities from earthquake-induced shattering exert a dominant control on the dynamic behavior of slopes. This study investigates the seismic response and progressive failure of shattered slopes governed by these joints through large-scale shaking table tests and discrete element method (DEM) simulations. Key findings reveal that a controlling non-persistent joint shifts the peak seismic response from the crest to the vicinity of the joint opening, thereby expanding the high-response zone. Crucially, the response patterns from early, low-amplitude shaking accurately delineate the ultimate failure zone. The progressive failure mechanism evolves through three distinct stages: (1) tensile fracturing of the slope shoulder, (2) rock bridge penetration to form the primary sliding surface, and (3) propagation of a secondary sliding surface. This work clarifies the dual role of non-persistent joints in modifying seismic demand and governing failure, providing a more precise framework for assessing and mitigating seismic slope hazards.
期刊介绍:
Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.