1) limit equilibrium theory
极限平衡理论
1.
Chose the Anjialing open-pit mine in Pingshuo as research object,limit equilibrium theory and Geo-Slope software for slope stability analysis were utilized to consider the influence of external environment on slope stability,such as groundwater and underground mining.
根据平朔安家岭露天矿工程实践,运用极限平衡理论的方法,借助Geo-Slope软件,进行了外部环境条件如地下水以及地下开采扰动条件下边坡稳定性影响的研究。
2.
Based on in-situ observation about stress in inclined coal pillar for fully-mechanized top-coal caving face of thinner coal seam and the elastoplastic limit equilibrium theoryt,aking the thickness and angle of coal seam into account,the results and relations are analyzed systematically and completely;and the formula and the distribution laws of stress peak value are obtained.
在较薄厚煤层综放面倾向煤柱支承压力现场实测的基础上,应用弹塑性极限平衡理论,考虑煤层厚度及倾角的影响,分析得出综放面倾向煤柱支承压力峰值位置的计算式及分布规律。
3.
The analysis method of limit equilibrium theory to the reliability of soil nail support is one by which stability coefficient is computed through searching potential sliding failure surface with ‘deterministic’ strength parameters of soil mass and soil nail.
土钉支护稳定性所采用的极限平衡理论分析方法是根据"确定性"的土体、土钉强度参数搜索其潜在的滑动破坏面、计算稳定系数及其安全状态,但由于计算参数的随机性及其强度参数不能满足约束条件的随机性,使得稳定计算的可靠程度大为降低。
2) Limiting equilibrium theory
极限平衡理论
1.
Based on limiting equilibrium theory and Ordinary method,applying Geo-slope software,the influence of water pressure at different critical level on the stability of rock fill embankment is analyzed.
基于极限平衡理论和Ordinary方法,采用Geo-slope软件分析了不同临界水位时水压力对高填石路堤稳定性的影响。
2.
Taking into consideration the coordinated work of composite soil nail supporting structure with soil body and according to failure mode of soil slope,the seismic stability analysis model for composite soil nail supported slope was established by using limiting equilibrium theory,in which the influence of prestress in anchor on stability analysis was considered.
在考虑复合土钉支护结构与土体协同工作的情况下,根据土质边坡的破坏模式,考虑预应力锚杆中施加的预应力对稳定性计算的影响,根据极限平衡理论建立复合土钉支护边坡地震稳定性分析模型。
3.
The calculation method and reference of Chinese and Japanese concrete filled tubes axial compression short column calculation were compared and analyzed,the characteristics of Chinese limiting equilibrium theory and Japanese superposition theory were generalized.
对中日两国钢管混凝土轴心受压短柱的计算方法及得出依据进行了比较和分析,总结了中国的极限平衡理论和日本的叠加理论各自的特点,结合以往的试验数据分析了各自的准确性,以使钢管混凝土结构设计更加合理。
3) theory of limit equilibrium
极限平衡理论
1.
The optimal control method to analyze the stability of soil slopes is presented by combining with finite element method, theory of limit equilibrium, numerical analysis method of ordinary differential equation and theory of optimal control.
结合有限元法、极限平衡理论、常微分方程的数值解法和最优控制理论等,提出用于土坡稳定的最优控制分析法。
4) ultimate balance theory
极限平衡理论理论
5) elastic-plastic limited equilibrium theory
弹塑性极限平衡理论
6) theory of granular limit equilibrium
散体极限平衡理论
1.
the influence on the interaction effect between running gear of vehicles and sand on traction performance are analyzed by using the theory of granular limit equilibrium.
在建立车轮-土壤相互作用的数学模型和力学模型的基础上,采用散体极限平衡理论,分析了车辆行走机构-沙土的相互作用方式对牵引通过性的影响。
补充资料：平衡理论
| 平衡理论 balance theory 阐释人在社会中的心理动态的社会心理学理论 。F.海德于20世纪50年代提出。海德认为，个人在社会生活中建立的大部分与他人的关系是通过某些事件形成的 。设主体本人为P，他以外的其他人为O，事件为X ，这三者构成了环状的封闭系统，被称为P-O-X三角 。处在三角某一端点的因素都与另外 两个端点的因素有某种关系。这些关系有两种可能 —— 正的或负的 。它们都是由主体P的认知和态度决定的。判断当前起作用的P -O-X三角是处在何种状态，首先将三角上各因素之间的关系按其正负特点分别取＋1或－1为标志；然后将三角上所有＋1或－1的值相乘，如果所得之积的结果是＋1，则此三角的状态是平衡的，反之，三角的状态是不平衡的 。当人与他人及事物之间的关系处在不平衡状态时，人体验到不愉快。不愉快的体验可以作为一种动机，驱使人采用多种方式，将不平衡状态转化成平衡状态。 |
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参考词条