Results 251 to 260 of about 6,048,963 (333)
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Instability and liquefaction flow slide of granular soils: the role of initial shear stress
Acta Geotechnica, 2021J. Yang, L. Liang, Y. Chen
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Seismically Induced Flow Slide on Centrifuge
Journal of Geotechnical Engineering, 1988Some initial results of centrifuge model tests to examine the mechanism causing flow failure of a less permeable layer resting on a more permeable layer, subjected to seismic loading conditions, is presented. The centrifuge model that was subjected to a base motion using a servohydraulic shaker, consisted of a clay layer overlying a sand embankment ...
K. Arulanandan +4 more
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The Cilfynydd flow slide of December 1939
Quarterly Journal of Engineering Geology, 1998Abstract This paper describes an investigation of the 1939 flow slide in colliery spoil at Cilfynydd Common, South Wales. The investigation concentrated on the geomorphological features and other aspects that were to be destroyed by a proposed reclamation scheme.
S. P. Bentley +2 more
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Ring shear test for transform mechanism of slide–debris flow
Engineering Geology, 2011Ming Zhang +4 more
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Mechanism of a rainfall-induced slide-debris flow: Constraints from microstructure of its slip zone
Engineering Geology, 2005B. Wen, A. Aydin
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WHAT MECHANISMS TRIGGER COASTAL FLOW SLIDES?
Geological Society of America Abstracts with Programs, 2021<p>Some beaches regularly experience a rapid decrease in volume due to &#8216;coastal flow slides&#8217;. These events visually resemble subaerial landslides, but are subaqueous and located along river or tidal channels. Along a steeper shoreface, material eroded from the upper beach can be stored in deep water.
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Modelling of Debris Flows and Flow Slides
Revue Française de Génie Civil, 2002ABSTRACT This paper presents a numerical model which can be used to simulate phenomena such as flowslides, avalanches, mudflows and debris flows. The proposed approach is la- grangian, and balance of mass and momentum equations are integrated on depth.
Manuel Pastor +5 more
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A sliding–consolidation model for flow slides
Canadian Geotechnical Journal, 1986A model is proposed for the behaviour of flow slides in loose, cohesionless materials in which the debris spreads out as a uniform sheet. Excess pore-fluid pressures are assumed to be generated, for example by undrained loading arising from the collapse of metastable structure, in the source area of the flow slide.
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