1) strength reduction technique
度折减法
2) 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
3) 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。
4) 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。
5) shear strength reduction method
强度折减法
1.
How to judge the slope s state with FEM based on shear strength reduction methods,stability or instability based on the results of FEM is a key problem.
有限元强度折减法分析边坡稳定性的一个关键问题是根据有限元计算结果来判别边坡是否处于整体破坏状态。
2.
These years after the shear strength reduction method taken to the finite element method to analyze slope stability, the factor of safety(shear strength reduction coefficient) and the dangerous slip face are obtained straightly.
近年来，强度折减法被引入以后，采用有限单元法进行边坡稳定分析，能直接得到安全系数(强度折减系数)和最危险滑动面，并且能反映出边坡的应力场分布，还可以反映边坡的渐进破坏过程。
3.
The shear strength reduction method is one of the methods scholars pay most attention to and it is also a commonly used method.
近年来众多学者采用数值分析方法分析斜坡的稳定性问题,其中强度折减法是最为关注的方法之一,而且也是运用较多的方法,但是该方法也存在一定的争议,有一些问题需要进一步的探讨。
6) strength reduction
强度折减法
1.
Discussion on strength reduction using FLAC;
对强度折减法若干问题的讨论
2.
Based on the parameters, strength reduction finite element analysis for the stability of the reservoir bank is carried out.
结果表明,强度折减有限元法可用于库岸稳定性分析评价,结果可信;水库蓄水位的变化对库岸稳定性的影响明显;在强度折减法中对临界状态进行判定的"结构面塑性区贯通准则"和"特征点的位移突变准则"具有一致性。
3.
The shortcomings of traditional slope stability analysis are pointed out, the theoretic backgrounds, dominant superiorities, and influence factors of calculation outcome, slope failure criterion and its application of FEM strength reduction method are studied,the feasibility of application FEM strength reducting method to rockfill dam slope analysis is discussed.
在指出传统边坡稳定分析方法的缺点和不足的同时,重点研究了有限元强度折减法的理论背景、突出优势、计算结果的影响因素、边坡失稳判据方法,探讨了该方法应用于土石坝边坡稳定分析中的可行性。
参考词条
补充资料：骨度折量定位法
骨度折量定位法
以体表骨节为主要标志折量全身各部的长度和宽度，定出分寸，审定腧穴定位的方法。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。