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Case Study | Volume 1 Issue 1 - 2024
Ankur Chauhan1*, Altaf Usmani2 and JT Shahu3
1Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Delhi, Delhi 110016, India
2Deputy General Manager, Engineers India Limited, New Delhi 110066, India
3Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, Delhi 110016, India
*Corresponding Author: Ankur Chauhan, Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Delhi, Delhi 110016, India.
 July 15, 2024
This paper discusses a case history of a highway tunnel located in lower Himalayas. The site information was collected primarily from geological mapping and limited site investigations carried out from tunnel portal due to inaccessible terrain conditions. The tunnel alignment, cross section, and elevations were assessed, evaluated, and designed based on the geological and geotechnical parameters ascertained from field and laboratory investigations. Numerical analysis was carried out to study stress-deformation behavior under varying ground conditions and multiple stages of excavation along with wedge stability for given joint conditions. Displacements obtained numerically were compared along with field monitoring values for crown and wall. Finally, a sensitivity analysis is carried out to ascertain impact of strength parameters on deformation and yielding of excavated tunnel face.
keywords: Numerical analysis; Geotechnical investigations; Geological mapping; Road tunnel; Field monitoring
References
Ankur Chauhan., et al. “Analysis and Design of Road Tunnel in Lower Himalayas". Clareus Scientific Science and Engineering 1.1 (2024): 37-47.
2024 Ankur Chauhan., et al. Licensee Clareus Scientific Publications. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.