Design and Research on the Split Pipe-Jacking Structure

Yan Feng Bai; Gang Wang; Zhi Yan Zhou

doi:10.4028/www.scientific.net/AMM.743.121

Paper Titles

Analysis to the Depth of Subgrade Workspace of the Heavy-Loaded Traffic Main Road in Shanghai
p.91

A Study on the Influence of Sun Gear Misalignment on Planet Load Sharing and Lifetime of Planetary Gear Using MSC.ADAMS
p.99

Nonlinear Behavior Analysis of a Flapping-Wing Mechanism with Clearance Joint
p.107

Analysis on Shear Stress Design Index of Long-Life Asphalt Pavement under Complex Traffic Conditions
p.115

Design and Research on the Split Pipe-Jacking Structure
p.121

Co-Simulation of an Integrated Braking System Based on Dual-Motor Drive by Using ADAMS and SIMULINK
p.133

Study on the Mechanism of Magnetic Paraffin Control of Crude Oil Based on the Reorientation of Paraffin Crystals Induced by Magnetic Field
p.137

An Approach for the Implementation of Intelligent PID Controller Based on Fast Genetic Algorithm
p.142

Research of Large Erecting Control System Based on Fuzzy PID Control Algorithm
p.146

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 743Design and Research on the Split Pipe-Jacking...

Design and Research on the Split Pipe-Jacking Structure

Abstract:

Pipe-jacking method has been widely used in municipal engineering for its relatively simpler equipment and lower environment impacts. Since intact sections were used in traditional pipes, their application is restrained by transportation when the diameter is too large. A split prefabricated pipe-jacking structure design method is proposed in this paper. The traditional intact pipe section is split into several segments for assembling in the construction site, which can solve the transportation and stocking problem.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 743)

Pages:

121-130

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.743.121

Citation:

Cite this paper

Online since:

March 2015

Authors:

Yan Feng Bai*, Gang Wang, Zhi Yan Zhou

Keywords:

Prefabricated, Split, Structure Design

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Buyukozturk O., Bakhourn M., Beattie, S., Shear behavior of joints in precast concrete segmental bridge, Journal of Structural Engineering, 12(1990)3380-3401.

DOI: 10.1061/(asce)0733-9445(1990)116:12(3380)

Google Scholar

[2] Clough G. W., Duncan J M., Finite element analysis of retaining wall behavior, Journal of the Soil Mechanics and Foundations Division, ASCE, 97(1971)1657-1674.

DOI: 10.1061/jsfeaq.0001713

Google Scholar

[3] Ge C.H., Design and Construction for Pipe Jacking, China Architecture & Building Press, Beijing, (2012).

Google Scholar

[4] Duan Kaiyuan, Guo Zhengxing, Research on the structure of prefabricated rectangular open caisson working well, The international workshop on architecture, Civil and environment engineering, 2011, Lushan, China, pp.5421-5427.

DOI: 10.1109/icetce.2011.5776161

Google Scholar

[5] Gerolymos N, Gazetas G., Winkler model for lateral response of rigid caisson foundations in linear soil, Soil Dynamics and Earthquake Engineering, 2006, 25(5): 347-361.

DOI: 10.1016/j.soildyn.2005.12.003

Google Scholar

[6] Perez F., Sause R., and Pessiki S., Analytical and experimental lateral load behavior of unbonded posttensioned precast concrete walls, Journal of Structural Engineering, 133(2007)1531-1540.

DOI: 10.1061/(asce)0733-9445(2007)133:11(1531)

Google Scholar

[7] Hudoba I., Contribution to static analysis of load-bearing concrete tunnel lining built by shield-driven technology, Tunneling and Underground Space Technology, 12(1997)55-58.

DOI: 10.1016/s0886-7798(97)85298-4

Google Scholar