The Mechanics Analysis and Feedback Design for Shallow Multi-arch Tunnel under Unsymmetrical Pressure
The Mechanics Analysis and Feedback Design for Shallow Multi-arch Tunnel under Unsymmetrical Pressure
复制标题
非对称压力下浅埋连拱隧道力学分析与反馈设计
DOI：
10.4028/www.scientific.net/amr.261-263.1114
复制
发表时间：
2011-05
期刊：
影响因子：
--
通讯作者：
Lingde Yang
中科院分区：
文献类型：
--
作者：
Hongke Pan;Yuguo Zhang;Jiangchun Hu;Lingde Yang
Shallow multi-arch tunnel under unsymmetrical pressure has complex mechanical behavior to which further study is lacking at present. The existing design methods are thoughtless about the features of shallow and partial pressure. The phenomena of cracks, collapse or other diseases in tunnel lining structure are often seen during the construction or after the completion. Combining one tunnel example, this paper presented scientific feedback design method that suited for Shallow multi-arch tunnel under unsymmetrical pressure: made load back analysis with collected information during construction, then averaged the above load and field monitoring load to make forward analysis and internal force calculation, which was used as reference of reinforcement and sectional design for lining structure.
DOI：
10.1109/iceee.2010.5661388
发表时间：
2010-12
期刊：
2010 International Conference on E-Product E-Service and E-Entertainment
影响因子：
--
作者：
H. Pan;Xiaoyu Cao;Linde Yang
通讯作者：
H. Pan;Xiaoyu Cao;Linde Yang