期刊文献+
共找到1篇文章
< 1 >
每页显示 20 50 100
Investigating Effect of Tunnel Gate Shapes with Similar Cross Section on Inserted Forces on Its Coverage and Soil Surface Settlement 被引量:2
1
作者 Arash Rostami Nima Asghari +2 位作者 Morteza Askari Ziarati Saman Jahani Bahman Shahi 《Open Journal of Civil Engineering》 2016年第3期358-369,共12页
According to technology development and relative facilitation in digging and underground structures, ways, highways, all types of tunnels, underground train network, and other underground settle, storage are number of... According to technology development and relative facilitation in digging and underground structures, ways, highways, all types of tunnels, underground train network, and other underground settle, storage are number of structure built and developed in advanced countries. In most situation, tunnel digging operations are done years after its construction or are not recorded in new structures regulations;therefore, this research investigates soil settlement and inserting force to tunnel coverage by limiting studies about effects of tunnel shapes on soil settlement using Plaxis, Seismo Signal, and Seismo Aspect. This study shows that rectangular tunnel has the most settlement in soil surface and circular tunnel has the least settlement but horseshoe tunnel has similar behavior to circular tunnel;however, earth subsidence level by digging this tunnel is more than circular tunnel. In addition, sectional shape has direct effect on inserting forces on tunnel coverage. 展开更多
关键词 Soil Settlement Rectangular tunnel Circular tunnel horseshoe tunnel Concrete Coverage
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部