Numerical Analysis of Two Structural Schemes of the HK-Zhuhai-Macau Immersed Tunnel-Reference-Cited by-同舟云学术

Numerical Analysis of Two Structural Schemes of the HK-Zhuhai-Macau Immersed Tunnel

Published:2014-07 Issue: Volume:580-583 Page:1293-1296
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Dai Ya Jiao¹,Zhou Meng Jia¹,Kong Yu Fei¹,Liu Xiao Dong²,Zhang Zhi Gang³

Affiliation:

1. Tsinghua University

2. CCCC Highway Consultants CO., Ltd

3. CCCC Highway Consultants CO., Ltd., Beijing 100088, China;

Abstract

Two structural schemes of the Hong Kong-Zhuhai-Macau Immersed Tunnel were compared. In Scheme 1, the prestressed reinforcing bars were to be cut off after installation. And in Scheme 2, the prestressed reinforcing bars will be kept there as they were after installation. A finite element model for sections E12~E15 was built by using the finite element software PLAXIS with consideration to the construction process and different loading conditions to analyze both schemes. The calculation results show that they both meet the design requirements.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.580-583.1293.pdf

Reference2 articles.

1. R.S. van Oorsouw. Behaviour of segment joints in immersed tunnels under seismic loading(TU Delft, Netherlands 2010).

2. T. Schanz, P.A. Vermeer and P.G. Bonnier. The hardening soil model: Formulation and verification[C]/ Beyond 2000 in Computional Geotechnics-10 Years of Plaxis, (1999).

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