Engineering Characteristics of Talus and its Influence Imposed on Tunneling

Xiang Yang Jiang; Yong Ping Xu

doi:10.4028/www.scientific.net/AMM.744-746.962

Paper Titles

A Simplified Model for Stress Analysis of Tunnel Surrounding Rock with Confinement
p.939

Analysis of Pipe Settlement Based on Numerical Simulation
p.944

Comparative Analysis of Ground Settlement Caused by Two Kinds of Tunnel Excavation Method
p.948

Data Analysis and Evaluation to Water-Sealed Underground Storage Cavern Water Curtain Efficiency Test
p.956

Engineering Characteristics of Talus and its Influence Imposed on Tunneling
p.962

Excavation Simulation of Tunnel with Loess-Rock Belt Geological Condition
p.966

Numerical Analysis and Spot-Survey Study of Horizontal Artificial Ground Freezing in Tunnel Connecting Passage Construction
p.969

Numerical Analysis of Tunnel Running through Bridge Pile Foundation
p.978

Study on Effect of Blasting Vibration on Surface of Particles in Urban Hard Rock Tunnel
p.982

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Engineering Characteristics of Talus and its...

Engineering Characteristics of Talus and its Influence Imposed on Tunneling

Abstract:

The special geological conditions of talus are often encountered in southwest China, it brings a lot of difficulties to tunnel construction. The formation mechanism and developmental properties of talus are analyzed in this paper. Based on field investigation on talus diseases, the hazard to tunnel engineering induced by talus and its corresponding measures are also analyzed. The results can be used for the safe and fast construction of tunnels which go through talus deposit.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

962-965

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.962

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Online since:

March 2015

Authors:

Xiang Yang Jiang*, Yong Ping Xu

Keywords:

Engineering Characteristics, Formation Mechanism, Talus, Tunneling

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* - Corresponding Author

References

[1] Kirkby M J. Modelling cliff development in South Wales: Savigear re-viewed[J]. Zeitschrift fuer Geomorphologie Neue Folge. 1984, 4(28): 405-426.

Google Scholar

[2] Obanawa H, Matsukura Y. Mathematical modeling oftalus development[J]. Computers and Geosciences. 2006, 9(32): 1461-1478.

DOI: 10.1016/j.cageo.2006.05.004

Google Scholar

[3] Wang Wan-zhi. Comprehensive control of rock pile in DaGuan station in the NeiJiang-KunMing railway[J]. ChongQing Architecture. 2005(5): 36-37.

Google Scholar

[4] Xue Ya-dong, Huang Hong-wei, Liu Zhong-qiang. Study on the Structure characteristics of talus slope at Shuima highway in Yuunan Province[J]. Chinese Journal of Undeground Space and Engineering, 2007(7): 1295-1299.

Google Scholar

[5] Xue Ya-dong, Liu Zhong-qiang, Wu Jian. Direct shear tests and PFC2D numerical simulation of colluvial mixture[J]. Rock and Soil Mechanics. 2014, 35(2): 587-592.

Google Scholar

[6] Vallejo, L., Mawby, R. Porosity influence on the shear strength of granular material-clay mixtures[J]. Engineering Geology, 2000, 58(2): 125-136.

DOI: 10.1016/s0013-7952(00)00051-x

Google Scholar

[7] Iannacchione, A., Vallejo, L. Shear strength evaluation of clay-rock mixtures[J]. Slope Stability 2000: 209-223.

DOI: 10.1061/40512(289)16

Google Scholar

[8] Zhang Sheng, Liu Shuan-qi, Zhang Yong-liang. The research of talus strength parameters' inversion statistical law [J]. Southwest Highway, 2013, (2): 157-161.

Google Scholar

[9] Gen Wei, Liu Cheng. The technology of pipe joint anchor and grouting support[J]. Railway Standard Design, 2007, (S1): 130-134.

Google Scholar