Residual Deformation Behavior of Reinforced Rock-Fill Materials

Yong Liang Lin; Meng Xi Zhang; Xin Xing Li

doi:10.4028/www.scientific.net/AMR.150-151.1495

Paper Titles

Study on Synthesis of Methyl Methacrylate/Styrene Copolymer by Suspension Polymerization
p.1476

Synthesis and Thermal Property of Poly(Allylamine Hydrochloride)
p.1480

Coated Hydrophilic Thin Film on Glasses Using Freeze Drying-Assisted Sol-Gel Technique for Self-Cleaning Building Materials
p.1484

Anti-Shear Reliability Analysis of Existing Pretension Prestressed Concrete Beam Bridges in the Corrosion Environment with Acid Rain
p.1488

Residual Deformation Behavior of Reinforced Rock-Fill Materials
p.1495

Study on Synthesis and Thermal Property of Polyvinylamine
p.1500

Synthesis and Thermal Property of Linear Chloromethylated Polystyrene
p.1504

Theory and Experiment of Isotropic Electromagnetic Beam Bender Made of Dielectric Materials
p.1508

Research on the Strength Properties of the Magnesium Phosphate Cement (MPC) under the Sub-Zero Temperature Environment
p.1517

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 150-151Residual Deformation Behavior of Reinforced...

Residual Deformation Behavior of Reinforced Rock-Fill Materials

Abstract:

Reinforcement technology is widely used in rock-fill dams in high seismic hazard zones. The evaluation of reinforcement on deformation and safety is concerned and it is one of the major study objectives in rock-fill engineering. The residual deformation behaviors of reinforced rock-fill materials were experimentally studies by use of a triaxial apparatus. The effects were analyzed of intervals of reinforcement layers, confining pressures and the conditions of cyclic loading on residual deformation. Results show that reinforcement improves the residual deformation behaviors of rock-fill materials. Both the residual shear strain and the residual volumetric strain are deduced. Based on the test results, the mechanism of the influence of reinforcement on residual deformation is proposed tentatively.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 150-151)

Pages:

1495-1499

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.150-151.1495

Citation:

Cite this paper

Online since:

October 2010

Authors:

Yong Liang Lin, Meng Xi Zhang, Xin Xing Li

Keywords:

Cyclic Loading, Reinforced Rock-Fill Material, Residual Deformation, Triaxial Test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] S.M. Haeri, R. Noorzad and A.M. Oskoorouchi: Geotext. Geomembranes, Vol. 18(2000), p.385.

Google Scholar

[2] C. Zhao and Y.T. Zhou: Chinese Rock Soil Mech., Vol. 22 (2001), p.419. (In Chinese).

Google Scholar

[3] Z.H. Yu and H.W. Wei: Chinese J. Rock Mech. Eng., Vol. 24 (2005), p.2770. (In Chinese).

Google Scholar

[4] J.H. Wu, D.Q. Wang and H. Chen: Chinese J. Geo. Eng., Vol. 22 (2000), p.199. (In Chinese).

Google Scholar

[5] N.R. Krishnaswamy and N.T. Isaac: Geotext. Geomembranes, Vol. 13 (1994), p.23.

Google Scholar

[6] D. Vercueil, P. Biller and D. Cordary: Soil Dyn. Earthq. Eng., Vol. 16(1997), p.417.

Google Scholar

[7] A. Boominathan and S. Hari: Soil Dyn. Earthq. Eng., Vol. 22 (2002), p.1027.

Google Scholar

[8] J. Li and D.W. Ding: Soil Dyn. Earthq. Eng., Vol. 22 (2002), p.977.

Google Scholar

[9] Y.L. Lin: Experimental Study on dynamic residual deformation of rock-fill materials and seismic evaluation of high rock-fill dam, (Hohai University, 2009). (In Chinese).

Google Scholar