液化及液化后砂土的流动特性分析
Analysis on flow characteristics of liquefied and post-liquefied sand
-
摘要: 将液化后土体视为流体是一种较新的地震液化研究思路。根据液化后砂土变形试验结果,从流体力学的观点,分析了液化及液化后砂土的流动特性,包括应力-应变率关系和表观粘度的变化,试验中考虑了相对密度、固结压力和液化度三个参数的影响。分析表明,在一定条件下液化砂土的表观粘度随应变率的增大而减小,是一种“剪切稀化非牛顿流体”,且在“剪切稀化”状态下可发生较大的应变。随着液化后孔压的降低,砂土的表观粘度随应变的增大而增大,随孔压比的减小而增大。Abstract: Regarding liquefied sand as a fluid is a new method to study earthquake liquefaction.Based on the laboratory tests of the post liquefaction deformation,the flow characteristics of liquefied and post-liquefied sand,including the stress-strain rate and apparent viscosity,were analyzed from the viewpoint of fluid mechanics.The relative density,confining stress and liquefaction degree were the main factors in the tests.It was shown that the apparent viscosity of liquefied sand decreased with the increasing of strain rate,the liquefied sand was a kind of shear thinning non-Newtonian fluid under certain condition,and large strain might happen in the shear thinning state.With the reducing of pore pressure,the apparent viscosity of post-liquefied sand increased with increasing of strain and decreasing of pore pressure ratio.