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Publications tagged with [tunnel collapse]
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Overstressing of the rock surrounding a tunnel can result in either brittle fracture of the intact rock or shear failure along pre-existing discontinuities such as joints or shear zones. These two types of failure can co-exist and the extent to which the failures ...
Filed under:
Tunnel Engineering -
Difficult Ground
Reference:
Rock Engineering in Difficult Ground Conditions – Soft Rocks and Karst – Vrkljan (ed) © 2010 Taylor & Francis Group, London
Xiaoqing F.
,
Junqi L.
et al.
<p>The state of art of tunnel earthquake damages and tunnel earthquake damage mechanism are briefly introduced in this paper. According to tunnel’s traffic function and damage descriptions based on the investigation, tunnel damages are divided into five ...
Filed under:
Tunnel Engineering -
Tunnel Seismic Design
Reference:
The 14th World Conference on Earthquake Engineering October 12 - 17, 2008, Beijing, China
During a Tunnel Boring Machine (TBM) project in Kunming city, Southwestern China the engineering geological conditions encountered at a distance of 7km consisted of folded, faulted, weak rocks, high ground stress and groundwater problems. The problems of collapse, ...
Filed under:
Tunnel Engineering -
Mechanized Tunneling
Reference:
IAEG2006 Paper number 717