Seismic Response Analysis for Shallow Tunnel in Different Earthquake Intensity

Li Lin; He Chuan; Zhang Jing; Geng Ping

doi:10.4028/www.scientific.net/AMR.680.161

Paper Titles

An Immunonanosilver Resonance Rayleigh Scattering Spectral Probe for Rapid Assay of Human Chorionic Gonadotrophin
p.141

Surface-Enhanced Resonance Raman Scattering Spectral Probe Based on Functional Nucleic Acid and Nanoparticle
p.145

Synthesis of Chitooligosaccharide-Selenium and its Antioxidant Activity In Vitro
p.149

The Fuzzy Reliability Analysis for the Super Wide Box Girder of New Jiujiang Changjiang River Bridge
p.157

Seismic Response Analysis for Shallow Tunnel in Different Earthquake Intensity
p.161

A Modified Davidenkov Model for Stiffness and Damping Characteristics of Saturated Clayey Soils due to Low-Amplitude Small-Strain Vibrations
p.166

Finite Element Analyze on the CFRP Steel Reinforced Concrete Filled with Steel Tube Column under Biaxial Load
p.172

Study on the Effect of Porosity on the Reflection Coefficient and Wave Pressure on the Partially Perforated Plates
p.177

Dynamic Response of Local Indentation of Sandwich Constructions under Low-Velocity Impact
p.183

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 680Seismic Response Analysis for Shallow Tunnel in...

Seismic Response Analysis for Shallow Tunnel in Different Earthquake Intensity

Abstract:

Base on the large-shaking table model test，studies on the seismic response characters of shallow tunnel in different earthquake intensity are made by mainly using numerical simulation. The results indicate that there is a good agreement between the model test and numerical simulation. the different earthquake intensity has great effects on the seismic response characters, The distribution of the lining cross-section’s internal force is oval-shaped and the value which in conjugate 45° direction is greater than crown and bottom of arch. Moreover, the internal forces vary from earthquake intensity in the same direction. It is great to recognize the seismic response characters of shallow tunnels through the study results and it provides reference for the similar projects.

You might also be interested in these eBooks

Contemporary Solutions in Applied Materials and Industry

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 680)

Pages:

161-165

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.680.161

Citation:

Cite this paper

Online since:

April 2013

Authors:

Li Lin, He Chuan, Zhang Jing, Geng Ping

Keywords:

Numerical Simulation, Seismic Response Characters of the Tunnel, Shaking Table Model Test, Tunneling Engineering

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] JAING Pu, DAI Lisi, Generality to engineering seismology, Seismological Press, Beijing, 1993.

Google Scholar

[2] HE Chuan, KOIZUMI Atsushi, Study on Seismic Behavior and Seismic Design Methods in Transverse Direction of Shield Tunnels, An International Journal, Structural Engineering and Mechanics. 2001, 11(6) 651-662.

DOI: 10.12989/sem.2001.11.6.651

Google Scholar

[3] JSCE, The 1995 Hyogoken-Nanbu earthquake, Japan Society of Civil Engineers, 1996, 81(3) 38-45.

Google Scholar

[4] GUO Jun, WANG Mingnian, TIAN Shangzhi, Aseismatic analysis on open tunnels of freeway in seismic region with strong motion, Chinese Journal of Geotechnical Engineering, 2007, 29(11)1733–1736.

Google Scholar

[5] LI Tianbin, Failure Characteristics and Influence Factor Analysis of Mountain Tunnels at Epicenter Zones of Great Wenchuan Earthquake, Journal of Engineering Geology, 2008, 03, 742-750.

Google Scholar

[6] ZHOU Weiyuan, LIU Huaiheng, SUN Jun, et al., Advanced Rock Mechanics, China Water Power Press, Beijing, 1989.

Google Scholar

[7] Itasca Consulting Group Inc.FLAC3D (Fast Lagrangian Analysis of Continua in 3D) users' manual, Version3.0.USA: Itasca Consulting Group Inc, 2005.

Google Scholar