Paper Title:
Analysis on Surrounding Rock Deformation of Shallowly-Buried Portal Part of Double-Line Tunnel
  Abstract

Through studying the ground surface settlement monitoring for Fang Dou Shan highway tunnel Shallowly-buried Portal Part, this paper mainly discusses the deformation of surrounding rock range from ground surface to the arch crown of double-line tunnel, and analyses the effect on stability of surrounding rock during construction, with the whole process of excavation of highway tunnel being simulated by FLAC_3D. It can make great significance for construction safety and some other related parts.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
1418-1421
DOI
10.4028/www.scientific.net/AMR.250-253.1418
Citation
L. M. Ma, L. Wang, L. X. Xu, "Analysis on Surrounding Rock Deformation of Shallowly-Buried Portal Part of Double-Line Tunnel", Advanced Materials Research, Vols. 250-253, pp. 1418-1421, 2011
Online since
May 2011
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Price
$32.00
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