1) Shear Strength Reduction Method(SSRM)
剪切强度折减法
1.
Based on Shear Strength Reduction Method(SSRM),a sensibility analysis of embankment cross-section geometry size and filling material properties for sand embankment slope stability has been carried out.
基于剪切强度折减法,就影响填砂路基边坡稳定性的各设计参数进行敏感性分析,提出增强填砂路基边坡稳定性措施,为高速公路建设提供依据。
2) reduction coefficient method of shear strength
抗剪强度折减系数法
3) shear strength reduction
抗剪强度折减
1.
This thesis calculates the global factor of safety and studies the corresponding deformation state of soil slopes by use of elasto plastic shear strength reduction FEM.
通过抗剪强度折减弹塑性有限元法研究土坡的总体安全系数及相应的变形状态 ,通过与传统极限平衡法的对比分析 ,对强度折减有限元法分析土坡稳定问题的优缺点进行了评
4) strength reduction method
强度折减法
1.
Nonlinear finite element analysis on stability of slope based on strength reduction method;
基于强度折减法的边坡稳定性非线性有限元分析
2.
Application of strength reduction method in Hoek-Brown criterion;
强度折减法在Hoek-Brown准则中的应用
3.
The bisection method applied in strength reduction method of bearing capacity of foundation;
二分法在确定地基承载力的强度折减法中的应用
5) strength reduction technique
强度折减法
1.
Study on strength reduction technique considering rheological property of rock and soil medium;
考虑岩土体流变特性的强度折减法研究
2.
On rational clear spacing of tunnel with small clear spacing based on strength reduction technique;
基于强度折减法小净距隧道合理净距的研究
3.
Based on the strength reduction technique for nonlinear finite element analysis of slope stability the arc-length control method for calculating the fracture loading of structure and tracking the softening of structure deformation is introduced to improve the calculation.
在有限元强度折减法的基础上,引入计算结构临界状态荷载值的弧长法进行边坡工程稳定分析。
6) strength reduction methods
强度折减法
1.
Comparison & analysis of transfer cofficient methods & strength reduction methods of FLAC——An engineer example of houzishi landslide;
传递系数法与FLAC强度折减法比较分析——以猴子石滑坡分析为例
2.
Combined with engineering example,the strength reduction methods were adopted to analyzing the rock slope stability influence factors considering unsaturated seepage with different rainfall intensity and duration.
在饱和-非饱和渗流理论及岩质边坡土-水特征曲线的基础上,对岩质边坡在降雨入渗情况下非饱和区基质吸力的变化及暂态饱和区的形成进行分析,结合工程实例,采用强度折减法在考虑不同降雨强度及持续时间对非饱和渗流岩质边坡稳定性的影响进行分析。
3.
Based on the nonlinear finite element method(FEM)and the strength reduction methods,analysis method aiming at the above behaviors of expansive soils is discussed,and some new finding is acquired.
以非线性有限元法及基于应力状态的强度折减法为基础,探讨了上述特性的模拟方法。
补充资料：层间剪切强度
分子式：
CAS号：
性质：层压件和纤维增强复合材料中层与层之间的最大剪切强度。作用于面上的应力与面相平行。其值较小。如树脂为环氧体系，增强材料为玻璃纤维时，纤维方向的拉伸强度达103MPa，而层间剪切强度为40～50MPa。
CAS号：
性质：层压件和纤维增强复合材料中层与层之间的最大剪切强度。作用于面上的应力与面相平行。其值较小。如树脂为环氧体系，增强材料为玻璃纤维时，纤维方向的拉伸强度达103MPa，而层间剪切强度为40～50MPa。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条