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) stability of side slope
边坡稳定性
1.
Existing condition on uncertainty research of stability of side slope and expectation;
从不确定分析的角度,综述了工程实践中已有的边坡稳定性分析方法,同时也提出了新的方法,并展望了不确定分析的研究趋向。
6) slope stability analysis
边坡稳定性分析
1.
Application of the Hoek-Brown criterion in rock slope stability analysis;
Hoek-Brown准则在岩质边坡稳定性分析中的运用
2.
The meaning of two kinds of safety coefficients of transmitting coefficient method,the influence of gradient on error of safety coefficient of Sweden method and Bishop s influence-far-reaching contribution to limit equilibrium method of slope stability analysis are analyzed.
对传递系数法两种稳定系数的意义、坡度对瑞典法稳定系数误差的影响、Bishop等人对边坡稳定性分析极限平衡法影响深远的贡献等问题进行了分析。
补充资料：边坡
边坡
slope
b}onPo边坡(sl叩e)露天采矿场四周由台阶和运输坑线等构成的倾向采场的坡面，也称露天矿边帮。它随开采台阶不断到达境界而逐渐形成。露天矿边坡确定是否合理及边坡稳定与否，极大地影响矿山经济效果及人员和设备的作业安全。影响边坡稳定性主要因素有工程地质条件、水文地质条件、开采技术条件和采矿场存在时间等。 (蔡鸿起)
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