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(jìn)行了改進(jìn),對路堤邊坡進(jìn)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。