Study of Viscoelasto-Plastic Model with Double Yield Surface Considering Coupled Deformation and Seepage

Bi Fei Wang; Yong Quan Li

doi:10.4028/www.scientific.net/AMM.405-408.173

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Study of Viscoelasto-Plastic Model with Double...

Study of Viscoelasto-Plastic Model with Double Yield Surface Considering Coupled Deformation and Seepage

Abstract:

The Viscoelasto-Plastic Model with Double Yield Surface is detailed deduced. Finite element equations are introduced when the deformation is considered under Coupled Deformation and Seepage Fields. Numerical simulation is carried out during the construction of the dam. All the results calculated are in accordance with the general law of the dam. Those show that it is feasible for calculating the stress field and displacement field. The method adopted and those results gained by numerical method may provide reference to engineering practice.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

173-176

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.173

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Online since:

September 2013

Authors:

Bi Fei Wang*, Yong Quan Li

Keywords:

Coupled Deformation and Seepage, Finite Element, Matric Suction, Viscoelasto-Plastic

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References

[1] FU Xudong, QIU Xiaohong．Experimental research on slaking deformation of high fill of Wushan municipal sewage treatment plant[J]. Rock and Soil Mechanics, 2004, 25（9）: 1385-1389.

Google Scholar

[2] Pereira J H F, Fredlund D G. Volume change behavior of collapsible compacted gneiss soil[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126(10): 907-916.

DOI: 10.1061/(asce)1090-0241(2000)126:10(907)

Google Scholar

[3] Zhiwan Yu, Weibing Zhao，Ji Gu．3-D FEM Analysis of Soft Viscoelastic/Viscoplastic Foundation with Drainage Preloading [J]. Journal of Hohai University, 1995, 23(5): 1-7, in Chinese.

Google Scholar

[4] Indraratna B，etc．Performance of embankment stabilized with vertical drains on soft clay[J]．JGE，ASCE，1994，(2)：257-273.

DOI: 10.1061/(asce)0733-9410(1994)120:2(257)

Google Scholar

[5] CAI F UGAI K. Numerical analysis of rainfall effects on slope stability[J]. International Journal of. Geo-mechanics, 2004, 4(2): 69—78.

Google Scholar