Analysis of Temporal-Spatial Effect for Tunnel Construction in the Fault-Rupture Zone

Da Li; Xiao Xu Li; Yong Sheng Li; Zhan Fu Luo

doi:10.4028/www.scientific.net/AMM.90-93.1981

Paper Titles

Study on the Application of Bolt-Grout Reinforcement in the Deep Soft Rock Roadway
p.1956

Technology of Safe and Efficient Submarine Deposit Mining
p.1960

Elastic-Plastic Solution of Circular Tunnel Based on Unified Strength Theory
p.1965

Numerical Analysis of the Anti-Explosion Effects and Anchored Mechanism of Tunnels Reinforced by Bolts under Top Explosion
p.1973

Analysis of Temporal-Spatial Effect for Tunnel Construction in the Fault-Rupture Zone
p.1981

Influence of PGV on the Internal Forces of Subway Station
p.1987

The Numerical Simulation of Settlement Characteristics of Storage Tank on the Soft Soil Base
p.1992

Verification of UDEC Modeling 1-D Wave Propagation in Rocks
p.1998

Study on the Correlation between Strength Parameters and Shear Wave Velocity of Pavement Subgrade Soil
p.2002

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Analysis of Temporal-Spatial Effect for Tunnel...

Analysis of Temporal-Spatial Effect for Tunnel Construction in the Fault-Rupture Zone

Abstract:

Based on the existing research results, this paper proposes a temporal-spatial relational expression of displacements of tunnel perimeter during tunnel excavation. Taking Guanjiao tunnel as example, using the expression, temporal-spatial effect for Guanjiao tunnel in the fault-rupture zone are analyzed and studied. Comparison of theoretical solutions with measurements has proved that temporal-spatial effect for soft rock tunnel can be reflected by the expression and these results provide reasonable proposal for the optimum time to construct the secondary lining.( the constructing time of secondary lining) and reserved deformation.

You might also be interested in these eBooks

Advances in Civil Engineering, ICCET 2011

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

1981-1986

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.1981

Citation:

Cite this paper

Online since:

September 2011

Authors:

Da Li, Xiao Xu Li, Yong Sheng Li, Zhan Fu Luo

Keywords:

Displacement of Tunnel Perimeter, Fault-Rupture Zone, Guanjiao Tunnel, Temporal-Spatial Effect

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Kaiser. P, Manoley. S and Morgenstern.N. ISMR, Vol.2 (1983), p.329

Google Scholar

[2] Sulem J., Panet M., Guenot A. International Journal of Rock Mechanics and Mining Sciences & Geomechanics 24.3(1987), p.145.

DOI: 10.1016/0148-9062(87)90522-5

Google Scholar

[3] SUN Jun. Rheology of rock-soil materials and its applocation. (China Architecture and Building Press, China 1999).

Google Scholar

[4] LI Lianchong, TANG Chunan, MA Tianhui, etal. Journal of Coal Science & Engineering, Vol.14 (2008), p.195

Google Scholar

[5] SUN Jun, ZHU Hehua. Rock and Soil Mechanics, Vol.15 (1994), p.20

Google Scholar

[6] YANG Lin-de, ZHU He-hua, etal. Back analysis theory and engineering practice of geotechnical problem. (Science Press, China 1995).

Google Scholar

[7] Bernaud, Brosset G. International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 20 (1996),p.673.

Google Scholar

[8] Kolymbas D. Tunnelling and Tunnel Mechanics. (Springer-Verlag, German, 2005).

Google Scholar

[9] Villy Kontogianni, Panos Psimoulis, Stathis Stiros. Engineering Geology, Vol.82 (2006). p.264

Google Scholar

[10] LEE Yulin, HSU Wenkuei, LIN Mingyi. Chinese Journal of Rock Mechanics and Engineering, Vol.28(2008), p.39.

Google Scholar

[11] YANG Youhai, WANG Changhong. Chinese Journal of Underground Space and Engineering, Vol.15 (2009), p.468

Google Scholar

[12] LI Wenjing, ZHENG Zhongtian, GAO Wanchun etal. Code for Shotcrete-Bolt Construction Method of Railway Tunnel. (China Railway Press, China, 2003).

Google Scholar