Combination of slices method and fem for slope stability analysis of foundation pit under the seepage condition 條分法與有限元法相結(jié)合分析滲流作用下的基坑邊坡穩(wěn)定性
In order to analyze the stabilization of slope , swedish slice method has been improved 文中根據(jù)該結(jié)構(gòu)的受力情況對瑞典條分法進行了改進,對路堤邊坡進行了穩(wěn)定性分析。
The results show that the adaptive slicing method can greatly improve the manufacturing efficiency in the same cusp height error 結(jié)果表明,在相同的尖峰誤差條件下,自適應(yīng)分層能明顯提高加工效率。
Two types of methods ( slice method and simple method ) for bearing capacity calculation are presented , and the theoretical results conforms well with the experiment results 同時在此基礎(chǔ)上分析了長細(xì)比、含角鋼率、含碳纖維布率和偏心距等因素對復(fù)合加固偏壓柱力學(xué)性能的影響。
This paper solves the problem of describing the shape of tank by subdividing the tank into tapered boxes , and uses the slice method to calculate the mass distribution characteristics 本文采用將油箱分割成單元斜六面體的方法解決了油箱形狀的描述問題,采用將燃油切片的方法解決燃油質(zhì)量分布特性的計算問題。
Considering the above issues , this paper deals with the direct and adaptive slicing methods of cad model , and develops the rp data processing software based on the mechanical desktop ( mdt ) software 針對上述問題,本文在深入研究直接分層和自適應(yīng)分層方法的基礎(chǔ)上,基于mdt軟件環(huán)境,開發(fā)了rp數(shù)據(jù)處理軟件。
The paper studies systematically some methods which are applied to analyze the whole stability safety coefficient fs of soil - nail bracing , and discusses the merit and short - comings of the vertical limit slice methods 本文系統(tǒng)的研究了用于分析土釘支護結(jié)構(gòu)整體穩(wěn)定安全系數(shù)f _ c的多種方法,指出了垂直極限條分法的優(yōu)缺點。
Aiming at the issues above , this thesis deals with the direct and adaptive slicing methods of cad model , and develops the data processing and device driven system based on the mechanical desktop ( mdt ) software 針對以上問題,本文基于mdt軟件環(huán)境,在深入研究rp自適應(yīng)分層方法的基礎(chǔ)上,開發(fā)了rp數(shù)據(jù)處理及設(shè)備驅(qū)動程序,為實現(xiàn)cad capp rp一體化奠定了基礎(chǔ)。
The treatise elaborates some methods to make use of the slice method and limit equilibrium theory to calculate the stable safety coefficient of dam slope , and some mathematics equations , which depend on iteration of computer program to solve 摘要本文闡述了利用“條分法極限平衡原理”計算土壩(堤)邊坡穩(wěn)定安全系數(shù)的方法,并建立了借助計算機程序迭代求解的數(shù)學(xué)方程。