The Foundation Liquefaction and Permanent Deformation Analysis of Diversion Dike for Nuclear Power Plant

Jie Zhao; Yang Zheng; Gui Xuan Wang

doi:10.4028/www.scientific.net/AMM.90-93.1865

Paper Titles

Influence of Shield Tunneling on a Nearby Buried Pipeline
p.1840

Study on Settlement of Highway Bed due to Underground Construction of Crossing Railway Tunnels
p.1846

The Simulation Analysis of Large Cross-Section Soft Rock Tunnel Excavation under the Bias Terrain
p.1853

Study on the Interface Mechanical Characteristic of Geotechnical Prestressed Anchorage Bolt under Step Loading by Model Test
p.1859

The Foundation Liquefaction and Permanent Deformation Analysis of Diversion Dike for Nuclear Power Plant
p.1865

Effect of Blasting on the Adjacent Underground Tunnels
p.1870

The Application and Design of Geo-Grid in the High Embankment Engineering in Airport
p.1879

Analysis of Time-Domain Response Characteristics for Transient Electromagnetic in Tunnel Whole-Space
p.1888

The Application of Matter-Element Bayesian Network Model in the Road Damage Evaluation
p.1894

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93The Foundation Liquefaction and Permanent...

The Foundation Liquefaction and Permanent Deformation Analysis of Diversion Dike for Nuclear Power Plant

Abstract:

In seismic response analysis, total stress method is adopted mostly, but variation of the pore water pressure and the development process of the liquefaction are not considered in this method. Based on the dynamic analysis of two-dimensional effective stress proposed by Zhu-jiang Shen, combined with dynamic consolidation theory of Biot, the foundation liquefaction analysis of the diversion dike for nuclear power plant is performed by using effective stress dynamic analysis program, the liquefied range is given, as well as the permanent deformation. The obtained law can provide theoretical guidance for the similar project.

You might also be interested in these eBooks

Advances in Civil Engineering, ICCET 2011

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

1865-1869

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.1865

Citation:

Cite this paper

Online since:

September 2011

Authors:

Jie Zhao, Yang Zheng, Gui Xuan Wang

Keywords:

Dynamic Analysis, Effective Stress, Liquefaction, Permanent Deformation

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Zhi Fang, Hao-liang Lu, Long Wang. An Overview on Research of Dynamic Soil-structure Interaction[J]. World Earthquake Engineering, 2006, 22(1), 57~63.

Google Scholar

[2] Zhi-ying Xu, Zhu-jiang Shen. 2-D Dynamic Analysis of Effective Stresses of Seismic Liquefaction[J]. Journal of Hohai University(Natural Sciences), 1981, (3), 1~14.

Google Scholar

[3] Bai-li Zhu, Zhu-jiang Shen. Computational Soil Mechanics[M]. Shanghai: Shanghai Scientific & Technical Publishers, 1990.

Google Scholar

[4] Wen-shao Wang. Research on Dynamic Pore Water Pressure of Saturated Sand. Journal of Hydraulic Engineering, 1962, (2), 36-47.

Google Scholar

[5] Ding-yi Xie, Jian-min Zhang. Developing Mechanism on Transient Strength-Deformation of Saturated Sand under Cyclic Loading[J]. China Civil Engineering Journal, 1987, 20(3), 50~70.

Google Scholar

[6] Ishihara K. Undrained Deformation and Liquefaction of Sand under Cyclic Stress[J]. Soils and Foundation, 1975, 15(1), 29~44.

DOI: 10.3208/sandf1972.15.29

Google Scholar

[7] Jian Zhou, Bing Bai, Jian-ping Xu. Theory and Calculation of Soil Dynamics[M]. Beijing: China Architecture & Building Press.

Google Scholar

[8] GB50267-1997, Code for Seismic Design of Nuclear Power Plants. Beijing: State Seismological Bureau.

Google Scholar

[9] JTJ225-98, Code of Earthquake Resistant Design for Water Transport Engineering. Beijing: China Communications Press.

Google Scholar