1) Transnerse Slope Stability
横坡稳定性
2) Stability of slope
边坡稳定性
1.
Application of unified strength theories to the stability of slope analysis;
统一强度理论在边坡稳定性分析中的应用
2.
Based on analysis of influencing factors such as geological structure,composition & weathering of rock,hydro-geological condition and seismic status and according to recent state of mining activities,the stability of slope is evaluated.
通过分析地质构造及岩体结构和风化特征、水文地质条件、地震等影响要素,结合矿山开采现状,评价矿区开采过程中的边坡稳定性。
3.
Based on the calculating analysis of nonlinear finite element the stress level method of researching the stability of slopes and confirming the most dangerous sliding plane is proposed.
基于对边坡的非线性有限元分析 ,提出了一种研究边坡稳定性和确定边坡最危险滑动面的应力水平法 ,并通过工程实例验证了该法的可行性和实用性。
3) side slope stability
边坡稳定性
1.
Study on side slope stability in mine Jiaozuoshiyuan open of Henan province;
河南焦作柿园矿区露天采场边坡稳定性分析
2.
The side slope stability minimum safety coefficient determined by the optimization method
用最优化方法确定边坡稳定性最小安全系数
3.
On survey of research methods of side slope stability
边坡稳定性研究方法综述
4) slope stability
边坡稳定性
1.
The slope stability under underground mining of Anjialing open-pit mine in Pingshuo;
平朔安家岭露天矿地下采动条件下的边坡稳定性
2.
Fuzzy comprehensive judgment method used in slope stability of strip mine;
露天矿边坡稳定性的模糊综合评判
3.
Analysis of dump slope stability in the condition of underground mining in Anjialing open-pit mine;
井采条件下安家岭排土场边坡稳定性分析
5) Slope stability
斜坡稳定性
1.
The remained slip force method considering the effect of rainfall and its application to assessment of slope stability;
剩余推力法及其在斜坡稳定性评价中的应用
2.
An indeterminacy theoretical model for evaluation of slope stability;
斜坡稳定性评价的一类非确定性理论模型
3.
Evaluction on regional slope stability of Yunnan Province;
云南省区域斜坡稳定性评价
6) landslide stability
滑坡稳定性
1.
Dual evaluation method of landslide stability based on stochastic analysis;
基于随机分析的滑坡稳定性二元评价方法
2.
Application of fuzzy mathematics on landslide stability assessmen
模糊数学在某滑坡稳定性评价中的应用
3.
With a case study, this method is applied to 3D analysis on landslide stability with confirmed sliding zone in this paper.
结合工程实例,将这种方法应用于已知滑动面条件下的滑坡稳定性分析中,得到滑坡体天然状况下的二维、三维安全系数,同时对内摩擦角和粘聚力参数进行了敏感性分析,对比并分析了传统极限平衡法和FLAC3D强度折减法的计算结果,得出以下结论:①利用二维FLAC3D强度折减法计算的滑坡安全系数略高于传统极限平衡法;②利用三维FLAC3D强度折减法所得滑坡安全系数略高于二维FLAC3D的计算结果;③滑坡安全系数都是随着内摩擦角和粘聚力的增大而增大,其中内摩擦角和粘聚力的变化对三维FLAC3D强度折减法比二维求解安全系数影响更大一些。
补充资料：连续性与非连续性(见间断性与不间断性)
连续性与非连续性(见间断性与不间断性)
continuity and discontinuity
11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt，n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
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