1) simplified Bishop method
简化Bishop法
1.
Numerical solution of simplified Bishop method for stability analysis of soil slopes;
土坡稳定分析简化Bishop法的数值解
2.
The stability analysis for deepening slope in Yingpin Ⅱ pit based on simplified Bishop method
基于简化Bishop法的英坪Ⅱ号坑延深边坡稳定性分析
3.
Based on geo-slope analysis software,the sweden circular slice method and the simplified Bishop method were used to analysis the stability of the slope,and the two numerical simulation results are presented in the report fits with the conclusions of preliminary investigation reports.
基于geo-slope分析软件,分别采用了瑞典条分法和简化Bishop法对该边坡的稳定性进行了分析,得到两种数值模拟分析的结果与初勘报告的结论一致,最后结合场地实际情况,提出了治理该边坡的有关措施和建议。
2) improved short-cut Bishop method
改进简化Bishop法
1.
The improved short-cut Bishop method(ISBM) was applied to cutting slope,the ISBM formula for total stress was analyzed and verified by a calculated example.
将改进简化Bishop法应用于路堑边坡,结合算例,对总应力形式的改进简化Bishop公式进行分析与验证;利用复合体损伤模型和剪切试验统计数据,分析探讨坡体和结构面土体抗剪强度指标的选取,并提出取值建议。
3) Bishop Method
Bishop法
1.
Effect of moment axis on safety factors by extended simplified Bishop method;
扩展简化Bishop法的取矩中心对安全系数的影响
2.
An extension of simplified Bishop method and its application to non-circular slip surface for slope stability analysis;
简化Bishop法的扩展及其在非圆弧滑面中的应用
3.
Automatic searching most dangerous sliding surface of a homogeneous slope based on Bishop method
Bishop法自动搜索均质边坡最危险滑动面
4) Bishop slices method
Bishop条分法
1.
Based on Bishop Slices Method to analyze the stability of complex slope,X coordinates of two points where the circular failure surface intersected the slope and the Y coordinate of the centre of circular were chosen to be the variables.
基于简化Bishop条分法分析复杂边界边坡的稳定性,以圆弧滑裂面与边坡面的左右交点的两个X坐标——XL和XR以及滑裂面圆心坐标的Y坐标——Y0作为设计变量,提出一种加速混合遗传算法(AHGA)对设计变量进行优化。
5) Bishop slice method
Bishop条分法
1.
Based on Bishop slice method,slope reliability analysis calculation mode is established,and the difference method is adopted to calculate the derivatives of the performance function at the design test point,which can simulate the reliability problems with the closed-formed performance function in actual engineering.
基于Bishop条分法分析的基本思想,建立了边坡可靠度分析计算模型,并采用差分方法计算功能函数的偏导数,以模拟实际工程中常见的功能函数不能明确的可靠度计算问题。
2.
It analyses the design theory of orthogonal test,researches the affection of nine affecting factors to the stability of clay slope by using the Bishop slice method of slope stability modular based on the orthogonal test,and deduces the order of the affecting degree of each affecting factor to the stability of clay slope.
对正交试验设计理论进行了分析,基于正交试验采用边坡稳定模块中的Bishop条分法综合研究了九种影响因素对粘质边坡稳定性的影响,最后得出各影响因素对粉质边坡稳定性影响程度的次序。
6) simplified method
简化法
1.
Because it was fussy to calculate average hydraulic grade and workload is great,a simplified method was adopted in this article.
本文采用一种简化法计算明渠水面曲线 ,不必计算平均水力坡度 ,可使计算工作量大为减少 。
补充资料：Bishop宫颈成熟度评分法
Bishop宫颈成熟度评分法
对宫颈成熟度进行评分，按宫口开大、宫颈管长度、宫颈软硬度、宫颈口位置及先露位置5项指标评定。见下表。Bishop评分可初步估计加强宫缩等措施的引产成功率。一般来说，评分在0～3分者引产均失败；如遇病情需要，急须终止妊娠时应改用其他方法如剖宫产结束分娩。评分在4～6分者，引产成功率为50%。评分在7～8分者引产成功率80%，9分以上均成功。
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