An experimental study is conducted to describe rate-dependent shear strength in a submerged granular medium to understand the mystery of submarine landslides with extremely small slide angles and long run-out distance...An experimental study is conducted to describe rate-dependent shear strength in a submerged granular medium to understand the mystery of submarine landslides with extremely small slide angles and long run-out distances.The experimental apparatus allows a long-span shear strain rate,■,for five orders of magnitude from 10^(-4)to 10^(1)s^(-1).It is observed that(a)submerged sand under higher shear tend to have bigger yield strength;this positive response of rate effect is significantly affected by the magnitudes of shear strain rates.(b)the residual strength of soil is clearly affected negatively by shear strain rate,decreasing as shear strain rate increases;even small variations under lower rate cause notable differences in residual strength,indicating a novel weaking rate-dependent.The yield strength and residual strength are corresponding to the shear state of soil.Hence,it is enough experimentally to explain that as long as the submarine mass flow speeds up,the slope sliding can be kept by only a small amount of force along the slide direction,which can be calculated as the gravity component even with a small slide angle.展开更多
In this paper,the nonliner response of granular composite medium is studied.The composite medium considered here is composed of nonlinear cylinders with linear concentric shells randomly distributed in linear host.In ...In this paper,the nonliner response of granular composite medium is studied.The composite medium considered here is composed of nonlinear cylinders with linear concentric shells randomly distributed in linear host.In the dilute limit,the effective linear dielectric constant and the high-order nonlinear susceptibilities are presented.展开更多
分析了堆浸工艺中矿岩散体介质孔隙发育的过程和机理,认为孔隙发育过程可以分为初始阶段和稳定阶段,并且在稳定阶段存在反应-输运-力学(reaction transport mechanism,简称RTM)的耦合与反馈作用。基于孔隙中流体为稳定流的前提下,提出...分析了堆浸工艺中矿岩散体介质孔隙发育的过程和机理,认为孔隙发育过程可以分为初始阶段和稳定阶段,并且在稳定阶段存在反应-输运-力学(reaction transport mechanism,简称RTM)的耦合与反馈作用。基于孔隙中流体为稳定流的前提下,提出了一种堆浸工艺中矿岩散体介质孔隙发育的数学模型,该模型较好地耦合了堆浸工艺中的流体流动-化学反应-形变过程。展开更多
基金financially supported by the National Natural Science Foundation of China(Nos.42120104008,41831291,42002273)the Fundamental Research Funds for the Central Universities(No.22120210143)。
文摘An experimental study is conducted to describe rate-dependent shear strength in a submerged granular medium to understand the mystery of submarine landslides with extremely small slide angles and long run-out distances.The experimental apparatus allows a long-span shear strain rate,■,for five orders of magnitude from 10^(-4)to 10^(1)s^(-1).It is observed that(a)submerged sand under higher shear tend to have bigger yield strength;this positive response of rate effect is significantly affected by the magnitudes of shear strain rates.(b)the residual strength of soil is clearly affected negatively by shear strain rate,decreasing as shear strain rate increases;even small variations under lower rate cause notable differences in residual strength,indicating a novel weaking rate-dependent.The yield strength and residual strength are corresponding to the shear state of soil.Hence,it is enough experimentally to explain that as long as the submarine mass flow speeds up,the slope sliding can be kept by only a small amount of force along the slide direction,which can be calculated as the gravity component even with a small slide angle.
文摘In this paper,the nonliner response of granular composite medium is studied.The composite medium considered here is composed of nonlinear cylinders with linear concentric shells randomly distributed in linear host.In the dilute limit,the effective linear dielectric constant and the high-order nonlinear susceptibilities are presented.
文摘分析了堆浸工艺中矿岩散体介质孔隙发育的过程和机理,认为孔隙发育过程可以分为初始阶段和稳定阶段,并且在稳定阶段存在反应-输运-力学(reaction transport mechanism,简称RTM)的耦合与反馈作用。基于孔隙中流体为稳定流的前提下,提出了一种堆浸工艺中矿岩散体介质孔隙发育的数学模型,该模型较好地耦合了堆浸工艺中的流体流动-化学反应-形变过程。
