冰碛土

在大量试验基础上，系统分析和总结了宽级配冰碛土在高应力状态下应力&应变关系和强度特性、影响计算模型参数值的主要因素。

Based on a great number of tests , the stress strain relation and the strength characteristics under high stress condition of wide graded moraine soil and main factors affecting estimate of model parameter values are systematically analysed and summarized .

冰碛土微观结构、应力应变特性及其模型研究

Study of Microstructure , Stress-Strain Behavior and Constitutive Model of Till

某露天铁矿冰碛土台阶边坡可靠性分析

Reliability Analysis of Moraine Soil Bench Slop in an Open Pit

高低压力下冰碛土的应力&应变特性

Stress-strain Behaviour of Till Under High and Low Confining Pressures

高压下冰碛土的颗粒破碎及应力应变关系

Stress-Strain Behaviour of Glacial Till under High Confining Pressure

冰碛土作高土石坝防渗体材料的试验研究

The Study of Glacial till used as Core Meterial for High Rock-Earth Dam

冰碛土力学性质与微观结构的研究

Mechanical Property and Microstructure Research of Glacial Till

深厚覆盖层上高土石坝的动力稳定分析冰碛土工程性能的研究

Dynamic stability analysis of high earth - rockfill dam on thick moraine cover foundation

模拟冰碛土结构的元胞自动机模型

Cellular Automation Model for Glacial Soil Simulation

其次，指出这种高密度的冰碛土的应力应变特性属于非线性弹、塑性性质。

Next , it was indicated that the stress-strain characteristics of the high density till were nonlinear elasto-plastic .