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1)  wedge stability
楔体稳定
1.
The conventional rock wedge stability analysis method proposed in textbooks actually involves an assumption that the shear forces applied on the failure planes are parallel to the line of intersection.
载于教科书的边坡楔体稳定分析方法,假定作用于两个滑面上的剪力平行与交棱线。
2.
Besides,calculation method for wedge stability is used to evaluate the stability of different wedge types under three working conditions involving normal condition,half water-saturated condition and earthquake condition before and after reinforcement.
依据大岗山水电站左岸缆机平台边坡各类结构面和临空面切割而成的楔体的特征,将边坡块体分为确定性楔体,半确定性楔体和随机楔体三种类型,分析了边坡潜在的楔体失稳模式,采用楔体稳定分析方法计算评价了各种类型的楔体在加固前后的正常、饱水50%以及地震三种工况下的稳定性,最后对影响边坡稳定性的因素进行了敏感性分析。
2)  wedge stability
楔形体稳定
1.
Lower bound method of plastic limit analysis for wedge stability
楔形体稳定的塑性极限分析下限法
3)  Stability of rock mass
岩体稳定
4)  massif stability
山体稳定
1.
Preliminary study on mining method and massif stability for middle-phosphate-bed of Yichang Phosphate Deposit;
宜昌磷矿中磷层采矿方法及山体稳定性研究初探
5)  integral stability
整体稳定
1.
Study on the influence of construction deviation random distribution on the integral stability of suspend-dome;
施工偏差随机分布对弦支穹顶结构整体稳定性影响的研究
2.
Powerhouse integral stability and foundation stress calculation for Xiafu HPP;
下福水利枢纽厂房整体稳定及地基应力计算
3.
On the basis of a practical ship lock engineering in Zhejiang Province,this study introduces the application of cement mixing pile in soft soil foundation integral stability improvement of guide work,berthing structure and revetment engineering.
以浙江省某船闸引航道工程为背景,介绍水泥土搅拌桩在处理软土地基和导航、靠船及护岸建筑物整体稳定中的应用。
6)  rock mass stability
岩体稳定
1.
Block Theory,which is developed in recent ten years and more,is an effective and reliable method for jointed rock mass stability analysis.
块体理论是近十几年来发展和完善起来的一种适合于裂隙岩体稳定性分析的行之有效的工程方法。
补充资料:楔体

如果拟柱体的下底面是梯形或平行四边形,上底面变成了与下底面的平行边平行的线段,这样的拟柱体叫做楔体.

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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