| 土质路基双块式无砟轨道参数影响分析 |
| |
| 引用本文： | 庄鹏.土质路基双块式无砟轨道参数影响分析[J].山西建筑,2010,36(5):280-281. |
| |
| 作者姓名： | 庄鹏 |
| |
| 作者单位： | 铁道第三勘察设计院集团有限公司,天津,300142 |
| |
| 摘 要： | 针对土质路基双块式无砟轨道结构，建立了双块式无砟轨道整体有限元模型，研究了主要参数变化对无砟轨道受力的影响，确定了无砟轨道设计参数，从而确保无砟轨道结构设计的安全性、经济性。
|
| 关 键 词： | 土质路基 无砟轨道 参数 有限元 |
Analysis of parameters influence of soil roadbed double block unballasted track |
| |
| ZHUANG Peng.Analysis of parameters influence of soil roadbed double block unballasted track[J].Shanxi Architecture,2010,36(5):280-281. |
| |
| Authors: | ZHUANG Peng |
| |
| Affiliation: | ZHUANG Peng |
| |
| Abstract: | Aiming at soil roadbed double block unballasted track structure,the general finite element model of double block unballasted track was built, the main parameters change influences on unballasted track stress was studied,the unballasted track design parameters were determined,therefore guaranteed unballasted track structure design safety and economic. |
| |
| Keywords: | soil roadbed unballasted track parameter finite element |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
