期刊文献+

基于vb的毕肖普法土坡稳定的程序计算法 被引量:1

Procedure Calculation Way of Soil Slope Stability wity Bishop Way Based on vb
下载PDF
导出
摘要 本文利用vb语言致力于简化复杂窗口程序编写过程这一特点,结合费仑纽斯确定最危险滑弧圆心的方法,开发出了简化毕肖普法计算土坡稳定安全系数的程序计算方法。结果表明计算过程准确、简便、实用。 Connected with W. Fellenius way ,which can defining the most dangerous curves, this thesis develops the procedure method to calculate the stable-safe coefficient by using Bishop way based on the visual basic, which has a peculiarity to simplify the procedure's windows course. The result manifests that it is a simple, correct and practical calculation way.
出处 《水利与建筑工程学报》 2005年第1期55-57,共3页 Journal of Water Resources and Architectural Engineering
关键词 稳定性分析 危险滑弧 VB语言 土坡 stability analysis dangerous curve vb language soil slope
  • 相关文献

参考文献3

  • 1钱家欢.土力学[M].南京:河海大学出版社,1990.125-137.
  • 2胡荣辉 张伍禄.水工建筑物[M].北京:水利电力出版社,1992.166-167.
  • 3洪毓康.土质学与土力学(第二版)[M].北京:人民交通出版社,2000..

共引文献26

同被引文献8

  • 1赵学勐,陈运理. 考虑垂直裂隙影响的均质黄土挖方边坡稳定性分析[J]. 土木工程学报,1981(1):43–49.
  • 2BAKER R, KLEIN Y. Anintegrated Limiting Equilibrium Approach for Design of Reinforced Soil Retaining Structures: Part Ⅲ- optimal Design [ J ]. Geotexitles and Geomembranes, 2004,5( 1 ) : :455-479.
  • 3BRITTO A M,GUNN M J. Critical State Soil Mechanics Via Finite Elements [ J ]. Computer Methods in Applied Mechanics and Engineering, 1988,68 ( 2 ) : 251 - 253.
  • 4HOVLAN H J. Three-dimensional Slope Stability Analysis Method[ J]. Journal of Geotechnical and Geoenvironmental En- gineering, 1977,5 ( 2 ) :971-986.
  • 5赵学勐.黄土边坡稳定性分析方法的推广应用[R].西安:西安公路研究所,1985.
  • 6ZIENKIEWICZ O C,HUMPHESON C,LEWIS R W. Associated and Non-associated Visco-plasticity in Soil Mechanics [ J ]. Geotechnique, 1975,10(4) :671-689.
  • 7LYSMER J, KUHLEMEYER R L. Finite Dynamic Model for Infinite Media [ J ]. Soil Mechanics and Foundations, 1969,7 (6) :859-877.
  • 8栾茂田,武亚军,年廷凯.强度折减有限元法中边坡失稳的塑性区判据及其应用[J].防灾减灾工程学报,2003,23(3):1-8. 被引量:536

引证文献1

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部