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Earthquake hazard estimation for road tunnel in Northwest Himalayas

机译:西北喜马拉雅山公路隧道地震危害估计

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ARUNACHALAM, Vanuvamalai; AVUDAIAPPAN, Siva; CHANDRASEKAR, Nivetha ?and? SAAVEDRA FLORES, Erick I.. Earthquake hazard estimation for road tunnel in Northwest Himalayas. Revista de la Construcción [online]. 2020, vol.19, n.1, pp.134-145. ISSN 0718-915X.? http://dx.doi.org/10.7764/rdlc.19.1.134-145. Seismic hazard assessment of earthquake prone terrain is estimated in numerous ways for civil underground structures such as tunnels which receives little attention on the seismic zones of the country. The resemblance of the past behaviour of earthquake is seen in the present seismotectonic block, and this is considered for this study. With this, the magnitudes of future earthquakes and its effects are predicted with Matlab software. In order to emphasize the need for carrying out a detailed Seismic Hazard analysis in underground openings, a proposed communication (road) tunnel project located in Kashmir Himalayas (GPS coordinates of Latitude 32.20° to 37.20° N, Longitude 72.50° to 80.50° E) one of the highest seismic zones of the Country (zone-V, BIS-2002) was taken up and the results reported in the paper. The paper incidentally has brought to light the need for carrying out such detailed seismic analyses in a routine manner for underground structures to be constructed in the country particularly in higher seismic zones, besides adumbrating structural support measures required for the various ground classes in the proposed road tunnel at Kashmir in response to seismic loading and also recommending retrofitting for other structures already in existence. A spin off the study is expected to be in the area of refining seismic zonation of the country and micro-zonation studies that are slated for the future.
机译:Arunachalam,Vanuvamalai; Avudaiappan,Siva; Chandrasekar,尼维地?和? Saavedra Flores,Erick I .. Himalayas公路隧道的地震危害估算。 Revista de laConstucción[在线]。 2020,Vol.19,N.1,PP.134-145。 ISSN 0718-915x。? http://dx.doi.org/10.7764/rdlc.19.1.134-145。地震灾害评估易于地形的灾害评估估计了隧道等民事地下结构的多种方式,这在国家的地震区上收到了很少的关注。在目前的地震障碍中看到了地震过去行为的相似性,这是考虑这项研究的。由此,使用MATLAB软件预测未来地震的大小及其影响。为了强调在地下开口中进行详细地震危害分析的需求,拟议的沟通(道路)隧道项目位于Kashmir Himalayas(Latitude 32.20°的GPS坐标37.20°N,经度72.50°至80.50°E)占据了该国最高的地震区(Z,BIS-2002)的一个,并在论文中报道了结果。此篇文章偶然推出,除了在拟议道路中的各个地面课程所需的规范结构支撑措施之外,该论文需要以常规方式进行常规方式进行常规方式进行常规方式进行常规方式,以便在该国内的地下结构。克什米尔隧道响应地震载荷,也推荐用于已经存在的其他结构的改装。预计该研究的旋转研究将在炼制国家和未来的微调研究的地震区分区领域。

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