Safety Analysis of Cross Section of Sea Embankment and Viaduct

Guang Chao Pei; Xiao Min Zhang; Jin Yang Li; Dong Feng Li

doi:10.4028/www.scientific.net/AMR.838-841.1719

Paper Titles

Assessment of the Water Quality Status for the Jinshan Lake in Zhen Jiang
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Study on the Hydrodynamic Model for Jinshan Lake Based on the Dam Operation
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Study of Urban Flood Control Planning in Taiyuan
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Polymer Cut-Off Wall Quality Testing Based on Direct Current Response Measuring
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Safety Analysis of Cross Section of Sea Embankment and Viaduct
p.1719

Dynamic Structural Analysis of Large Dams by Fourier SEM
p.1726

Analysis the Influence of Layered Sediment on Seismic Responses of Concrete Dam
p.1733

Soil Erosion Prediction and Control of County River and Tributary in Lujiang
p.1738

Experimental Study on Hydraulic Roughness of Submerged Grass in Ecological Riverbank
p.1743

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Safety Analysis of Cross Section of Sea Embankment...

Safety Analysis of Cross Section of Sea Embankment and Viaduct

Abstract:

The construction sequence of cross section has a great influence on the construction security when the sea embankment is built across the viaduct and the construction period is close. In this paper, the two-dimensional finite element static analysis of consolidation is employed, and analyzes the effect of construction on the deformation and stress of sea embankment, bridge pier and the pile foundation. At the same time, the interaction principles of soft foundation and bridge are revealed. Put forward the suggested solution of sea embankment and viaduct construction sequence which can provide a reference for the coastal traffic and sea embankment construction.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

1719-1725

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.1719

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Online since:

November 2013

Authors:

Guang Chao Pei, Xiao Min Zhang, Jin Yang Li, Dong Feng Li

Keywords:

Consolidation, Construction Sequence, Pile Foundation, Sea Embankment, Viaduct

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References

[1] Hengjun Dai, Zhirong Liang, Jun Zhao, Xiang Wei and Changdi Hong: Chinese Journal of Geotechnical Engineering Vol. 32 (2010), p.220.

Google Scholar

[2] Xiaoping Chen, Guanghua Yang and Xueqiang Yang: Constitutive Relation of Soils (China Water Conservancy and Hydropower Press Publication, Beijing2011).

Google Scholar

[3] Guangxin LI: Advanced soil mechanics M. Tsinghua University press (2004) (in Chinese).

Google Scholar

[4] Guangxin LI: Advanced soil mechanics M. Tsinghua University press (2004) (in Chinese).

Google Scholar

[5] Fangzhen LI and Zhibo Chen: Soil Eng. and Foundation Vol. 26 (2012), p.36.

Google Scholar

[6] Huiling LI: Journal of Earth Sciences and Environment Vol. 34 (2012), p.103.

Google Scholar

[7] Jianhua Wang, Shaowu Gao and Jianfei Lu: Chinese Journal of Computational Mechanics Vol. 20 (2003), p.169.

Google Scholar

[8] Qingwen Ren. Nonlinear finite element (in Chinese).

Google Scholar

[9] Kang Fei and Jianwei Zhang: Application of ABAQUS in geotechnical engineering M (China Water Conservancy and Hydropower Press Publication, Beijing2010) (in Chinese).

Google Scholar