1) limit analysis
极限分析法
1.
Discussion on ultimate bearing capacity of soils around piles based on limit analysis;
基于极限分析法的桩周土体承载力探讨
2.
By use of the upper limit theorem of plastic limit analysis and variational principle,the ultimate bearing capacity of anisotropic and non-homogeneous foundation soils were ascertained,and the basic formulas were derived.
应用塑性极限分析法上限定理及变分原理,确定非均质及各向异性地基土的极限承载力,导出了确定非均质和各向异性地基土极限承载力的基本公式。
3.
Through the introduction of main limit analysis theorem, this paper deduces the calculating equation of highway slope critical height in accordance with the two main stability failure.
通过对极限分析法主要定理的介绍 ,针对公路边坡失稳的两种主要情况 ,详细地推导出了公路边坡临界高度的计算公式 。
2) limit analysis method
极限分析法
1.
The limit analysis method theoretical research and application of earth-retaining wall active soil pressure;
挡土墙主动土压力极限分析法理论研究及应用
2.
Analytical solution of bearing capacity of around unconfined cube soil using limit analysis method;
极限分析法计算顶部受压立方土体的极限荷载
3.
Finite element limit analysis method has the advantage of combining numerical analysis method with traditional limit equilibrium methods.
有限元极限分析法兼有数值分析法与经典极限分析法两者的优点,特别适用于岩土工程的分析与设计。
3) limit analysis with upper-bound theorem
上限法极限分析
4) upper-bound theorem of limit analysis
极限分析上限法
1.
Application of upper-bound theorem of limit analysis on Ultimate capacity of embankments on mountain slope foundation;
极限分析上限法在山区斜坡地基上高填方路堤极限承载力研究中的应用
2.
According to practices experiences in the expressway construction on the mountain region,the effect of some primary factors for the Ultimate capacity of embankments on mountain slope foundation were analyzed by using upper-bound theorem of limit analysis,and some useful .
运用极限分析上限法对斜坡地基上不同斜坡坡度、不同填土高度、不同路堤宽度以及不同路堤边坡坡度的填方路堤极限承载力进行计算,得出了各个因素对其极限承载力的影响。
3.
The upper-bound theorem of limit analysis for such slopes was developed,and the slid face s velocity field of folding line was established.
通过对路堤边坡稳定性计算的极限分析上限法进行研究,根据折线形滑动面形式建立机动容许速度场,推导计算斜坡地基上高填方路堤稳定性及极限承载力的计算公式。
6) Limit equilibrium analysis method
极限平衡分析法
1.
According to different presupposed working conditions, the stability is calculated and evaluated by adopting limit equilibrium analysis method and numerical simulation.
在对青海八大山滑坡群进行现场勘查、室内试验和相关论证的基础上,阐述该滑坡群的基本特征和形成机制,并运用极限平衡分析法和数值模拟对该滑坡群在预设不同工况下的稳定性进行计算和评价;同时,对与750kV官亭—兰州东输电线路塔基稳定性关系密切的滑坡H3,H4,H5进行重点研究。
补充资料：容量分析法(见化学分析法)
容量分析法(见化学分析法)
容t分析法见化学分析法
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