摘要
土的结构性数学模型是 2 1世纪土力学的核心问题。本文分析了近代海积软土的结构性以及其塑性体应变硬化和塑性偏应变硬化的机制 ,建立了弹塑性本构模型 ,模型采用了具有双硬化参数的屈服轨迹及含结构性参数 m的塑性应变方程。
The study of mathematical model of structured soils is the key of soil mechanics in the coming century. In this paper, the structural characteristics of one recent marine soft soil are investigated, and much is attributed to probe the hardening mechanism of plastic volumetric strains and plastic shear strains, then the yield locus with two hardening parameters in p q stress plane is identified , the plastic stress strain relationship is finally formulated with structural parameterm.
出处
《工程地质学报》
CSCD
2000年第4期394-399,共6页
Journal of Engineering Geology
基金
国家自然基金资助项目(编号:49672165)
关键词
结构性
塑性体应变硬化
塑性偏应变硬化
Structural characteristic
Plastic volumetric strain hardening
Plastic shear strain hardening
