| 加筋土路基稳定性分析 |
| |
| 引用本文： | 蒋鑫,凌建明,邱延峻.加筋土路基稳定性分析[J].重庆交通大学学报(自然科学版),2007,26(5):80-83. |
| |
| 作者姓名： | 蒋鑫 凌建明 邱延峻 |
| |
| 摘 要： | 稳定性是加筋土路基设计首先应考虑的问题.以往的加筋土路基稳定性分析多采用传统的极限平衡法(LEM),并简单地将筋材的作用等效为拉力,而忽略了土体-筋材的相互作用.以岩土工程专业有限元程序Phase2V6.0为研究平台,建立真实反映加筋土路基力学行为的精细数值分析模型,运用剪切强度折减法(SSRM),分析加筋土路基的稳定性.
|
| 关 键 词： | 道路工程 加筋土路基 剪切强度折减法 稳定性分析 |
Stability Analysis of Embankment Reinforced with Geosynthetics |
| |
| JIANG Xin,LING Jian-ming,QIU Yan-jun.Stability Analysis of Embankment Reinforced with Geosynthetics[J].Journal of Chongqing Jiaotong University,2007,26(5):80-83. |
| |
| Authors: | JIANG Xin LING Jian-ming QIU Yan-jun |
| |
| Abstract: | Stability analysis of embankment reinforced with geosynthetics has been a great concern for highway engineers.To overcome some disadvantages of traditional limit equilibrium method(LEM),based on the shear strength reduction method(SSRM),Phase2 V6.0,a commercial software written for geotechnical engineering was performed to analyze the slide behavior of embankment reinforced with geosynthetics. |
| |
| Keywords: | highway engineering embankment reinforced with geosynthetics shear strength reduction method stability analysis |
| 本文献已被 万方数据 等数据库收录！ |
|
