1.
Deducing Stable Coefficient of Slope Based on Stable Coefficient of Slices;
由土条稳定系数推导土坡稳定系数的理论公式
2.
Numerical Simulation of Unsteady Seepage and Stability Analysis of Unsaturated Soil Slope Subjected to Rainfall;
降雨条件下非饱和土坡非稳定渗流的数值模拟与土坡稳定分析
3.
Influence of Soil Parameters on Soil Slope Safety Factor of Stability;
土体力学参数对土坡稳定安全系数影响分析
4.
The Relationship between Stable Condition of Cylinder and Constant of Lame;
Lame常数μ与圆柱稳定条件的关系
5.
Reduced safety factor evaluation system for soil slopes
土坡稳定分析最小折减安全系数评价体系研究
6.
Analysis of Soil Slope Stability Considering the Stability of Soil Slices is Unequal;
考虑土条稳定性不等时的土坡稳定分析
7.
An integral method (two dimensional search-HV) for the stability analysis of soil slope, which searches for the most dangerous sliding circle by combining the horizorltal and vertical searching methods was proposed.
条分法用于边坡稳定分析时，计算结果的精度依赖于所划分的土条数量和土条宽度。
8.
Partial factor design method for analysis of earth rockfill dam stability against slide
土石坝抗滑稳定分析的分项系数设计法
9.
Effect of constraints on slope stability analysis in local factor of safety method
局部安全系数法中约束对土坡稳定分析的影响
10.
conditional stability of a linear system
线性系统的条件稳定性
11.
Numerical Simulation of Unsteady Seepage of Expansive Soil Slope Considering Fissures Subjected to Rainfall;
降雨条件下考虑裂隙的膨胀土边坡非稳定渗流数值模拟
12.
Stable Equivalent Condition of Certain constant coefficient Linear System and Skew System;
一类常系数线性系统与具有时滞的系统的稳定性等价条件
13.
Relation between Soil Structure and the Relative Stable Infiltration Rate under the Condition of Surface Water Pressure Infiltration
有压入渗条件下土壤结构与相对稳定入渗率间的关系研究
14.
To one kind of difference system with variable coefficients, some sufficient conditions for global asymptotic stability of trivial solution are given.
给出了一类变系数差分系统的全局渐近稳定的一些充分条件。
15.
Analysis of Earthslope Stability on the Condition of Rainfall Infiltration;
降雨入渗条件下土质边坡稳定性分析
16.
Construction Technology of Limestone Soil in Low Temperature
低温条件下石灰稳定土施工技术研究
17.
Exponential Stability Analysis of a Repairable System with a Deteriorating Unit under Common-Cause Failure
在常规故障条件下具有易损坏储备部件可修复系统的指数稳定性
18.
Critical stability ctriterion formula and design safety factors of RCC gravity dams
碾压混凝土坝稳定临界准则公式及设计安全系数研究