Quantitatively assessing the pre-grouting effect on the stability of tunnels excavated in fault zones with discontinuity layout optimization: A case study-Reference-Cited by-同舟云学术

Quantitatively assessing the pre-grouting effect on the stability of tunnels excavated in fault zones with discontinuity layout optimization: A case study

Published:2019-10-21 Issue:6 Volume:13 Page:1393-1404
ISSN:2095-2430
Container-title:Frontiers of Structural and Civil Engineering
language:en
Short-container-title:Front. Struct. Civ. Eng.

Author:

Yan Xiao,Sun Zizheng,Li Shucai,Liu Rentai,Zhang Qingsong,Zhang Yiming

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11709-019-0563-1.pdf

Reference78 articles.

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3. Fransson Å. Characterisation of a fractured rock mass for a grouting field test. Tunnelling and Underground Space Technology, 2001, 16(4): 331–339

4. Yesilnacar M. Grouting applications in the Sanliurfa tunnels of GAP, turkey. Tunnelling and Underground Space Technology, 2003, 18(4): 321–330

5. Funehag J. Sealing of narrow fractures in hard rock—A case study in hallandsås, Sweden. Tunnelling and Underground Space Technology, 2004, 19: 1–8

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