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土体静水沉降模型研究 被引量:1

Model Study of Quiescent Sedimentation of Soil
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摘要 混合物理论采用最经典的力学假设,对土体的沉降与固结特性做了更为一般的运用。在其基础上,基于各组份的平衡法则及其物理量的守恒原理,结合经典的单颗粒物体在流体中运行规律,得出物质在静水沉降过程一般运动规律。对悬浮液与液体分界面沉降规律给出一个计算公式,结果表明悬浮液以激波形式发展运动。 Based on the classic assumptions, the mixture theory is applied in the analysis of sedimentation and consolidation of soil. Combining classic movement laws of a single particle in the fluid,the paper got normal movement laws of material during the quiescent sedimentation. The paper also got a formula of subsidence of the interface between suspensions and fluid. It' s shown that the movement of suspensions is similar to that of shock-wave.
出处 《科技通报》 北大核心 2009年第4期477-480,487,共5页 Bulletin of Science and Technology
关键词 沉积 混合物理论 激波模型 特征方程 sedimentation mixture theory shock-wave model characteristic equation
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