文章摘要
LI Lin,TAO Xiong,SHANG Kaiwei.强度折减法在节理岩质边坡稳定分析中的精度研究Journal of Water Resources and Water Engineering[J].,2011,22(5):
强度折减法在节理岩质边坡稳定分析中的精度研究
Research on precision of strength reduction method in stable analysis for rock slope
  
DOI:10.11705/j.issn.1672-643X.2011.05.213
中文关键词: 节理岩质边坡  强度折减法  屈服准则  精度影响
英文关键词: jointed rock slope  strength reduction method  yield criterion  precision influence  
基金项目:
Author NameAffiliation
LI Lin,TAO Xiong,SHANG Kaiwei LI Lin1,TAO Xiong2,SHANG Kaiwei3(1.Jiangxi Provincial Water Conservancy Planning and Designing Institute,Nanchang 330029,China,2.Red River Hydroelectric Development Corporation of State Grid,Kunming 650021,3.HydroChina Chengdu Engineering Corporation,Chengdu 610072,China) 
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中文摘要:
      采用有限元强度折减法分析节理岩质边坡的稳定性时,计算精度会受到许多因素(如屈服准则、岩体力学参数、计算网格等)的影响.本文结合算例分析这些因素对强度折减法计算精度的影响.分析结果表明:采用强度折减法分析贯通节理岩质边坡的稳定性时,在关联流动法则下,宜选用Mohr - Coulomb内切圆准则;在非关联流动法则下,宜选用Mohr - Coulomb匹配DP圆准则.此外,当采用Mohr - Coulomb内切圆准则时,可不考虑弹性模量和泊松比对计算结果的影响,并且在单元较少时,就可以得到较为理想的结果.
英文摘要:
      As carrying on stability analysis of jointed rock slope by the finite element strength reduction,the calculation accuracy is affected by a lot of factors such as yield criterion,rock mechanics parameters,computation net and so on.According to the study of these factors,the analysis results demonstrated that Mohr-Coulomb inscribed circle criteria is a appropriate choice under the associated flow rule;and under the non-associated flow rule,matched DP Mohr-Coulomb criteria is suitable.In ddition,if the former ...
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