Analysis on Surrounding Rock Stability of Joints Strike Parallel to the Cavern

Zhi Zeng Zhang; Yong Tao Li; Xiao Chang Li

doi:10.4028/www.scientific.net/AMM.501-504.1694

Paper Titles

Study on Layout Scheme of Sliding Rails for Immersed Tunnel Section Prefabrication Plant
p.1672

Research on Nanning No.1 Subway Strata Combination Model and Regionalization
p.1678

Study on Rising Displacement of Segment of Shield Tunnel in Soft Soils
p.1684

Calculation and Analysis on Long-Term Settlement of Metro at Hexi Region in Nanjing
p.1688

Analysis on Surrounding Rock Stability of Joints Strike Parallel to the Cavern
p.1694

Prediction of Deformation of Adjacent Existing Running Tunnel due to beneath Shield Tunneling
p.1701

A New Subway Station Construction Method: Top-Down Boring with Cast-In-Situ Arch
p.1706

Design of Typical Subway Station Structure and its Enclosure with Open Cut Method in Chengdu City
p.1711

Study on Enclosure Structure and Dewatering Plan for Open Cut Tunnel in the Connection Line between Line 1 and Line 3 of Chengdu Subway
p.1715

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Analysis on Surrounding Rock Stability of Joints...

Analysis on Surrounding Rock Stability of Joints Strike Parallel to the Cavern

Abstract:

In order to study the influence on the different parts of the cavern by joints, the three-dimensional model is built by Patran and then calculated with FLAC3D after meshing. Seven working conditions about different inclination of joints (0°15°30°45°60°75°90°) are considered in the calculation. The results show that low dip joints in vault and steep joints in the sidewall are more dangerous. Therefore, some measures should be used when encountered this situation in this project.

You might also be interested in these eBooks

Advances in Civil and Structural Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

1694-1700

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.1694

Citation:

Cite this paper

Online since:

January 2014

Authors:

Zhi Zeng Zhang, Yong Tao Li*, Xiao Chang Li

Keywords:

Joint, Numerical Calculation, Rock Mass Stability, Underground Cavern

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Serrano A, Olalla C. Ultimate bearing capacity of an anisotropic discontinuous rock mass, Part I: Basic modes of failure. International journal of rock mechanics and mining sciences & geomechanics abstracts, 1998, 35(3): 301-324.

DOI: 10.1016/s0148-9062(97)00337-9

Google Scholar

[2] Yujun Zhang, Yiping Liu, The determination of the directionality of layered rock shear strength and shear failure plane. Geotechnique, 2001, 22(3): 254-257.

DOI: 10.1201/9780203739501-99

Google Scholar

[3] Meifeng Cai, Manchao He, Dongyan Liu, Rock Mechanics and Engineering. Bei Jing, Science Press, (2011).

Google Scholar

[4] Ding H, Chen W, Zhang L C. Elasticity of transversely isotropic materials. Dordrecht: Springer-Verlag, (2006).

Google Scholar

[5] Yourong Liu, Huiming Tang, Rock mechanics. Bei Jing, Chemical Industry Press, (2008).

Google Scholar

[6] Wenbin Peng, Practical Tutorials of FLAC3D. Bei Jing, Machinery Industry Press, (2011).

Google Scholar