文章基本信息

标题：A Comparative Study of Seismic Analysis of a Horse Shoe Tunnel for Different Types of Soil
本地全文：下载
作者：Somnath Mondal ; Dr. T. Rahman
期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2015
卷号：4
期号：9
页码：8522
DOI：10.15680/IJIRSET.2015.0409074
出版社：S&S Publications
摘要：The main issue of this thesis is to study the influence of different ground soils in structural behaviour ofdeep and long tunnel in highly seismic prone hilly area. Tunnels in hilly area are very necessary structures to createtransport facilities as like plenty area. It makes possible to establish transportation networks such as highway, railwayor subway in very steep terrain and highly landscape prone hills. That’s why it has become as an integral part oftransportation in hilly areas. But designing and construction of it becomes very challenging when there is presentvariation of soil formations along the proposed tunnel line.To investigate this problem and to find out some solutions ofit a tunnel model of 25 meter length of horse shoe shape which is most commonly used for tunnel cross section, wasconsidered in this thesis. Afterwards, it was analysed for different types of soil like as hard rock, soft rock, weatheredrock, gravel soil, clay soil and silty soil with the help of MIDAS GTS software. Data of these soils were collected fromN. F. Railway, Silchar in the Bhairabi –Aizawl section. Finally the displacements, axial forces, shear forces andbending moments of the cross section of this tunnel model for every type of soil were analysed and compared to eachother. In this way this study permits to assess the influence of different types of ground soil in the tunnel behaviour.
关键词：Horse shoe shape tunnel; Railway; Different typessoil; Hilly area.