Tunnel Construction in Difficult Site Condition for the Longest Highway Tunnel in Himalayan Ranges—India

Society for Mining, Metallurgy & Exploration
Alok Garg Rajeev Kumar Dayal
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
11
File Size:
159 KB
Publication Date:
Jan 1, 2001

Abstract

The Himalayan ranges have complex geological formation induced with locked up tectonic stresses and squeezing ground conditions. High overburden, steep slopes, perennial snow, and forest cover restricts accurate prediction of geological features, resulting in surprises during excavation. The tunnel planning under high altitude, extreme climatic, and unfavorable approachability conditions requires elaborate detailing. The construction technique and working faces for excavation are influenced by site accessibility/high overburden conditions, restricting the provision of access tunnel or shaft. The paper discusses site constraints influencing construction method and working faces for 8.9 km long highway tunnel at elevation 3,000 m under 1,900 mover burden through quartz-mica-schist formation.
Citation

APA: Alok Garg Rajeev Kumar Dayal  (2001)  Tunnel Construction in Difficult Site Condition for the Longest Highway Tunnel in Himalayan Ranges—India

MLA: Alok Garg Rajeev Kumar Dayal Tunnel Construction in Difficult Site Condition for the Longest Highway Tunnel in Himalayan Ranges—India. Society for Mining, Metallurgy & Exploration, 2001.

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