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HomeKey Engineering MaterialsKey Engineering Materials Vols. 274-276Three-Dimensional Elastoplastic Numerical...

Three-Dimensional Elastoplastic Numerical Simulation of Excavation and Support Processes for the Underground Powerhouse of the Shuibuya Hydroelectric Project

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Advances in Engineering Plasticity and Its Applications

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Periodical:

Key Engineering Materials (Volumes 274-276)

Pages:

625-630

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.274-276.625

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Online since:

October 2004

Authors:

An Nan Jiang, Xia Ting Feng, Jian Liu, Zong Liang Ru

Keywords:

3-D Elasto-Plastic Numerical Simulation, Excavation and Support, Large Scale Cavern Group, Support Optimization

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© 2004 Trans Tech Publications Ltd. All Rights Reserved

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[1] FLAC-3D. Fast Lagrangian Analysis of Continua in 3 Dimensions, Version 2. 0, USER'S MANUAL, Itasca Consulting Group, Inc. USA.

[2] Sunjun: Underground Engineering Design Theory and Practice, Shanghai: Shanghai Science and Technology Press, (1996).

[3] K.R. Dhawan D.N. Singh I.D. Gupta, 2D and 3D Finite Element Analysis of Underground Openings in an Inhomogenous Rock Mass, International Journal of Rock Mechanics&Mining Sciences, 2002, 39, 217-227.

DOI: 10.1016/s1365-1609(02)00020-5

[4] Zhu Weishen, He Manchao. The stability of Surrounding Rock and Rock Mass Dynamic Construction Mechanics under Complicated Condition. Beijing: Science Press, (1995).

DOI: 10.1080/1023697x.2000.10667817