西北水电Issue(4)：45-49,5.
温度应力及内水压力耦合作用对隧洞衬砌伸缩缝间距及裂缝宽度的影响
Impacts on Expansion Joint Spacing and Crack Width in Tunnel Lining by Coupling Action of Temperature Stress and Internal Hydraulic Pressure
俞美华 1张文涛 1刘顺伟1
作者信息
- 1. 中国葛洲坝股份有限公司勘测设计研究院,湖北省宜昌市,443002
- 折叠
摘要
Abstract
The temperature distribution of tunnel is analyzed.The calculation formulas for the expansion joint spacing and the crack width in the tunnel lining in the coupling action of the temperature stress and the internal hydraulic pressure are formulated.Furthermore, the calculation methods are applied in the tunnel of Lahuzui Hydropower Project on the Malasi River, Xinjiang so that the design of the ex-pansion joint in the tunnel lining is more reasonable and economical .关键词
温度分布/内水压力/伸缩缝/裂缝宽度Key words
temperature distribution/internal hydraulic pressure/expansion joint/crack width分类
建筑与水利引用本文复制引用
俞美华,张文涛,刘顺伟..温度应力及内水压力耦合作用对隧洞衬砌伸缩缝间距及裂缝宽度的影响[J].西北水电,2013,(4):45-49,5.
