| 
  中国学术期刊网络出版总库
  关闭
Constitutive models in stability analysis of rock slope  
   推荐 CAJ下载 PDF下载
【英文篇名】 Constitutive models in stability analysis of rock slope
【下载频次】 ★★
【作者】 言志信; 段建; 王后裕;
【英文作者】 YAN Zhi-xin1; 2; DUAN Jian1; WANG Hou-yu3(1.Key Laboratory of Mechanics on Disaster and Environment in Western China; Ministry of Education; Lanzhou University; Lanzhou 730000; China; 2.School of Civil Engineering and Mechanics; 3.Air Force Engineering Design and Research Bureau; Beijing 100077; China);
【作者单位】 Key Laboratory of Mechanics on Disaster and Environment in Western China; Ministry of Education; Lanzhou University; School of Civil Engineering and Mechanics; Air Force Engineering Design and Research Bureau;
【文献出处】 Journal of Central South University of Technology , 中南工业大学学报(英文版), 编辑部邮箱 2008年 S1期  
期刊荣誉:ASPT来源刊  CJFD收录刊
【英文关键词】 equivalent Mohr-Coulomb yield criterion; constitutive model; rock slope; safety parameter;
【摘要】 Equivalent Mohr-Coulomb yield criterion was established,and the relationship between different constitutive models was studied.The application of equivalent Mohr-Coulomb yield criterion in Ansys was achieved by means of transforming material parameters.The stability research aiming at the most common rock slope without conspicuous slide surface was accomplished,the methods of measurably assessing the stability of rock slope without conspicuous slide surface were explored,and the disadvantages of method of m...
【英文摘要】 Equivalent Mohr-Coulomb yield criterion was established,and the relationship between different constitutive models was studied.The application of equivalent Mohr-Coulomb yield criterion in Ansys was achieved by means of transforming material parameters.The stability research aiming at the most common rock slope without conspicuous slide surface was accomplished,the methods of measurably assessing the stability of rock slope without conspicuous slide surface were explored,and the disadvantages of method of m...
【基金】 Project(10672191) supported by National Natural Science Foundation of China; Project(06JJ50093) supported by Hunan Provincial Natural Science Foundation of China
【更新日期】 2009-04-15
【分类号】 P642.22
【正文快照】 1 Introduction Rock slope has special mechanical properties owing to its unique structure and character of rock. It has almost all the mechanical properties that solid materials have, such as stickiness, elasticity, plasticity, nonhomogeneity, anisotropy,

xxx
【读者推荐文章】中国期刊全文数据库
【相似文献】
中国期刊全文数据库
中国优秀硕士学位论文全文数据库
中国博士学位论文全文数据库
中国重要会议论文全文数据库
中国重要报纸全文数据库
中国学术期刊网络出版总库
点击下列相关研究机构和相关文献作者,可以直接查到这些机构和作者被《中国知识资源总库》收录的其它文献,使您全面了解该机构和该作者的研究动态和历史。
【文献分类导航】从导航的最底层可以看到与本文研究领域相同的文献,从上层导航可以浏览更多相关领域的文献。

天文学、地球科学
  地质学
   水文地质学与工程地质学
    工程地质学
     动力地质及工程地质作用
      滑坡
  
 
  CNKI系列数据库编辑出版及版权所有:中国学术期刊(光盘版)电子杂志社
中国知网技术服务及网站系统软件版权所有:清华同方知网(北京)技术有限公司
其它数据库版权所有:各数据库编辑出版单位(见各库版权信息)
京ICP证040431号    互联网出版许可证 新出网证(京)字008号