IMECH-IR  > 力学所知识产出(1956-2008)
关于边坡稳定分析的通用条分法的探讨(理论分析部分)
Alternative TitleDISCUSSIONS ON THE GENERALIZED SLICING METHOD FOR STABILITY ANALYSIS OF SLOPES
丁桦; 张均锋; 郑哲敏
Source Publication岩石力学与工程学报
2004-11-15
Volume23Issue:21Pages:3684-3688
Abstract针对二维和三维边坡,通过对极限平衡分析结果所依赖的各种因素的分析,探讨了确定安全系数的必要和充分条件.建立了针对不同假设条件的安全系数的解析表达式.这些结果可以使得对极限平衡方法结果的上、下限的估计成为可能.
Keyword岩石力学 边坡稳定性分析 极限平衡 上、下限
Indexed ByCSCD
Language中文
Funding Organization国家重点基础研究发展规划(973)项目(2002CB412706)资助课题。
CSCD IDCSCD:1681082
Citation statistics
Cited Times:1[CSCD]   [CSCD Record]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/41994
Collection力学所知识产出(1956-2008)
Corresponding Author丁桦
Recommended Citation
GB/T 7714
丁桦,张均锋,郑哲敏. 关于边坡稳定分析的通用条分法的探讨(理论分析部分)[J]. 岩石力学与工程学报,2004,23(21):3684-3688.
APA 丁桦,张均锋,&郑哲敏.(2004).关于边坡稳定分析的通用条分法的探讨(理论分析部分).岩石力学与工程学报,23(21),3684-3688.
MLA 丁桦,et al."关于边坡稳定分析的通用条分法的探讨(理论分析部分)".岩石力学与工程学报 23.21(2004):3684-3688.
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