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Home > chinese-english > "ultimate balance" in English

English translation for "ultimate balance"

(借款保证书)最终余额
Example Sentences:
1.Blackberry ? 8700 series ? handhelds provide the ultimate balance of performance, design and function
黑莓8700系掌上智能手机集精致外观,完美设计和强大功能为一体。
2.To solve the problem, this paper poses the theory which is applied to the study of the union of sliding faces searching and integral stability analyses . the theory is also employed to analyze the ultimate balance of a rock slope rigid body
本文针对实际需要,提出了“岩质边坡岩体易滑面搜索与稳定性偶合分析”的研究,并利用该研究成果进行“岩质边坡岩体易滑面刚体极限平衡分析”。
3.The idea of deep excavations traditionally rather pay more attention to stress than to deformation . calculation often ignores deformation caused by excavation . the model of calculation such as the rule of ultimate balance and the rule of 1 / 2 supporting have defects in fact
传统的深基坑支护设计观念以强度控制为主,在采用的计算方法上忽视了土方开挖后对周边变形的影响,所采用诸如极限平衡法、二分之一分担法等在模型上存在很大的缺陷。
4.It studied the engineering geology condition of the heigou mine-field of jisco . by the abundance of basic data with investigates and lab experiments, it estimated and analyzed the stability of the side slope of the heigou mine-field with many research methods that included " the ultimate balance ", " the discrete cell " and " the fea " . besides these, it gave same advice about analogous engineering in order to offer certain evidence for the later management of heigou mine-field and for the engineering blasting design
本文以工程地质学、岩石力学理论为基础,针对黑沟矿区工业场地边坡特殊的工程地质条件进行研究,在通过现场调查、实验室试验等手段获得大量基础资料的前提下,对黑沟矿区工业场地的边坡,采用极限平衡法、离散单元法、三维弹性有限元法等多种方法进行了稳定性评价及分析,并提出了相应的工程措施建议,为今后黑沟矿区工业场地边坡管理及大爆破设计等提供了一定的依据。
5.5 ) based on test results and going by ultimate balance theory, the paper drew anti-shear formula of the wall under eccentric loads, and discussed the main factors which influenced its anti-shear bearing capacity . 6 ) based on plain section assumption, the paper studied the normal section bearing capacity of the wall . stress, strain and deformation computation was combined to establish bearing capacity formulas for the normal section under moment, unaxial loads and axial loads respectively
6)以应变平截面假定为基础,对密肋复合墙体正截面极限承载力进行研究,即将墙体从初始受荷到正截面极限状态的各阶段的应力、内力及变形计算贯通起来,建立了墙体正截面压弯、拉弯承载力实用计算公式和轴心承载力计算公式。
6.On the basis of on-the-spot investigation and information, this article puts forward the stratum separation scheme and field criterion for projects in gansu loess areas; presents the geological structure model of the natural slope in this area for the first time; counts and analyses the parameter of the loess; analyses the stability of loess cut with the method of ultimate balance and finite element; recommends different transect forms for the cut subgrade in gansu's loess areas; evaluates these forms with grey system theory concerning stability, economy and anti-scour capability; finally, puts forward the design method and procedures of reasonable heavy cuts transect
本文通过大量的现场调查和资料收集,提出了甘肃省黄土工程地层划分方案和野外判定标准;首次提出了甘肃省黄土自然边坡的不同地质结构模型;统计和分析了甘肃省黄土的土性参数;运用极限平衡法和有限元法对黄土路堑高边坡稳定性进行了分析;推荐了甘肃省不同黄土地区路堑高边坡的断面形式,并结合稳定性、经济性和抗冲刷性能,应用灰色系统理论对其进行评价;最后,提出了黄土路堑高边坡合理断面设计方法和设计步骤。
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