Technical Papers
Feb 4, 2013

Simulation of Rockfill Materials Using Aggregates of Cement Ellipsoids

Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 1

Abstract

Particles of natural rockfill materials come in various sizes and shapes, resulting from natural processes, and their mechanical properties are affected by a multitude of interdependent factors. As a result, it is very difficult to investigate an individual factor. Therefore, most studies are conducted by using substitute materials such as glass beads, gypsum rods, wooden rods, steel balls, and metal rods. However, these commonly used materials have properties that are often quite different from natural rockfill materials, e.g., in particle shape, particle strength, modulus, and grading. This paper suggests a more suitable substitute to simulate rockfill materials by using cement ellipsoids in different sizes cast with cement paste. Results from triaxial compression tests show that this kind of proxy material can reproduce the basic behavior of natural rockfill materials.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The support from the National Basic Research Program of China (973 Program 2010CB732103), Natural Science Foundation of China (51279085), and the State Key Laboratory of Hydroscience and Engineering (2012-KY-02) are gratefully acknowledged.

References

Brauns, J., and Kast, K. (1991). “Laboratory testing and quantity control of rockfill—German practice.” Advances in rockfill structures, E. Maranha das Neves, ed., Springer, Netherlands, 195–219.
Calvetti, F., Combe, G., and Lanier, J. (1997). “Experimental micro-mechanical analysis of a 2D-granular material: Relation between evolution and loading path.” Mech. Cohesive-Frictional Mater., 2(2), 121–163.
Cetin, H., Laman, M., and Ertunc, A. (2000). “Settlement and slaking problems in the world’s fourth largest rock-fill dam, the Ataturk Dam in Turkey.” Eng. Geol., 56, 225–242.
Cheng, Z. L., Ding, H. S., and Wu, L. P. (2007). “Experimental study on mechanical behaviour of granular material.” Chin. J. Geotech. Eng., 29(8), 1151–1158 (in Chinese).
Chu, B. L., Jou, Y. W., and Weng, M. C. (2010). “A constitutive model for gravelly soils considering shear-induced volumetric deformation.” Can. Geotech. J., 47(6), 662–673.
Drescher, A., and De-Josselin-de Jong, G. (1972). “Photoelastic verification of mechanical model for the flow of a granular material.” J. Mech. Phys. Solids, 20(5), 337–351.
Duncan, J. M., and Chang, C. Y. (1970). “Non-linear analysis of stresses and strain in soils.” J. Soil Mech. Found. Div., 96, 1629–1653.
Fitzpatrick, M. D., Liggins, T. B., and Barnett, R. H. W. (1982). “Ten years surveillance of Cethana dam.” Proc., 14th Int. Congress on Large Dams, International Commission on Large Dams, Paris, 847–865.
Frossard, E., Hu, W., Dano, C., and Hicher, P.-Y. (2012). “Rockfill shear strength evaluation: A rational method based on size effects.” Geotechnique, 62(5), 415–427.
Fumagalli, E. (1969). “Tests on cohesionless materials for rockfill dams.” J. Soil Mech. Found. Div., 95, 313–330.
Guyon, E., and Troadec, J.-P. (1994). Du sac de billes au tas de sable, Editions Odile Jacob, Paris (in French).
Hardin, B. O. (1985). “Crushing of soil particles.” J. Geotech. Eng., 1177–1192.
Hiramatsu, Y., and Oka, Y. (1966). “Determination of the tensile strength of rock by a compression test of an irregular test piece.” Int. J. Rock Mech. Mining Sci. Geomech., 3(2), 89–99.
Hu, W., Dano, C., Hicher, P.-Y., Le Touzo, J.-Y., Derkx, F., and Merliot, E. (2011). “Effect of sample size on the behavior of granular materials.” Geotech. Test. J., 34(3), 186–197.
Jiang, G. C., Fu, Z. A., and Feng, J. J. (1997). Concrete face rockfill dam engineering, Hubei Science and Technology Press, Wuhan, China (in Chinese).
Konishi, J., Oda, M., and Nemat-Nasser, S. (1982). “Inherent anisotropy and shear strength of assembly of oval cross-sectional rods.” Deformation and Failure of Granular Materials, Int. Union of Theoretical and Applied Mechanics Symp., Balkema, Rotterdam, 403–412.
Lade, P. V., and Yamamuro, J. A. (1996). “Undrained sand behavior in axisymmetric tests at high pressures.” J. Geotech. Eng., 120–129.
Lade, P. V., Yamamuro, J. A., and Bopp, P. A. (1996). “Significance of particle crushing in granular materials.” J. Geotech. Eng., 309–316.
Lanier, J., and Combe, G. (1995). “An experimental study of deformation in 2D-granular media.” Proc., 1st Int. Workshop on Homogenisation, Theory of Migration and Granular Bodies, E. Dembicki, J.-L. Auriault and Z. Sikora, ed., Misiuro, Gdansk, 143–149.
Lee, D. M. (1992). “The angles of friction of granular fills.” Ph.D. thesis, Cambridge Univ., Cambridge, UK.
Lee, K. L., and Farhoomand, I. (1967). “Compressibility and crushing of granular soil in anisotropic triaxial compression.” Can. Geotech. J., 4(1), 68–86.
Lee, K. L., and Seed, H. B. (1967). “Drained strength characteristics of sand.” J. Soil Mech. Found. Div., 93(6), 117–141.
Li, C. C. (2005). Pre-research on critical technology for Shuibuya concrete face rockfill dam, China Water Power Press, Beijing.
Li, N. H. (2007). New technology in high concrete face rockfill dam, China Water Power Press, Beijing (in Chinese).
Liu, M. C., Gao, Y. F., and Liu, H. L. (2008). “Study on shear behaviors of rockfill in large-scale triaxial tests under different stress paths.” Chin. J. Geotech. Eng., 27(1), 176–186 (in Chinese).
Majmudar, T. S., and Behringe, R. P. (2005). “Contact force measurements and stress-induced anisotropy in granular materials.” Nature, 435, 1079–1082.
Marsal, R. J. (1967). “Large scale testing of rockfill materials.” J. Soil Mech. Found. Div., 93(2), 27–43.
Marsal, R. J. (1973). “Mechanical properties of rock fill.” Embankment-dam engineering, Vol. Casagrande, R. C. Hirshfeld and S. J. Poulos, eds., Wiley, New York, 109–200.
Nakata, Y., Hyde, A. F. L., Hyodo, M., and Murata, H. (1999). “A probabilistic approach to sand particle crushing in the triaxial test.” Geotechnique, 49(5), 567–583.
Pinkerton, I. L., Siswowidjono, S., and Matsui, Y. (1985). “Design of Cirata concrete face rockfill dam.” Concrete face rockfill dams—Design, construction and performance, J. B. Cooke and J. L. Sherard, eds., ASCE, Reston, VA, 642–656.
Pye, K., and Miller, J. A. (1990). “Chemical and biochemical weathering of pyrite mud-rocks in a shale embankment.” Q. J. Eng. Geol., 23, 365–381.
Russell, A. R., and Khalili, N. (2004). “A bounding surface plasticity model for sands exhibiting particle crushing.” Can. Geotech. J., 41, 1179–1192.
Salim, W., and Indraratna, B. (2004). “A new elastoplastic constitutive model for coarse granular aggregates incorporating particle breakage.” Can. Geotech. J., 41, 657–671.
Sierra, J. M., Ramirez, C. A., and Hacelas, J. E. (1985). “Design features of Salvajina dam.” Concrete face rockfill dams—Design, construction and performance, J. B. Cooke and J. L. Sherard, eds., ASCE, Reston, VA, 266–285.
Sowers, G. F., Williams, R. C., and Wallace, T. S. (1965). “Compressibility of broken rock and the settlement of rockfills.” Proc., 6th Int. Conf. on Soil Mechanics and Foundation Engineering, University of Toronto Press, Toronto, 2, 561–565.
Takei, M., Kusakabe, O., and Hayashi, T. (2001). “Time-dependent behavior of crushable materials in one-dimensional compression tests.” Soils Found., 41(1), 97–121.
Xing, H. F., Gong, X. N., Zhou, X. G., and Fu, H. F. (2006). “Construction of concrete-faced rockfill dams with weak rocks.” J. Geotech. Geoenviron. Eng., 778–785.
Yao, Y. P., Yamamoto, H., and Wang, N. D. (2008). “Constitutive model considering sand crushing.” Soils Found., 48(4), 603–608.
Zhang, L. W. (2007). “Research on failure mechanism and strength criterion of anisotropic granular materials and its application.” Ph.D. thesis, Tsinghua Univ., Beijing (in Chinese).
Zhang, Z. L., Xu, Y., Liu, X. N., Li, S., Wang, Y. L., and Wu, S. B. (2007). Design and practice of Tianshengqiao-I Hydropower Station, China Electric Power Press, Beijing (in Chinese).
Zheng, R. H., Zhang, J. M., Zhang, G., Cheng, S., and Wang, F. Q. (2011). “Large-scale triaxial tests on rockfills of Jishixia CFRD.” Chin. J. Geotech. Eng., 33(S1), 177–181 (in Chinese).
Zhong, X. X., and Yuan, J. X. (1992). “Shear dilating model of granular material.” Rock Soil Mech., 13(1), 1–10 (in Chinese).

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 26Issue 1January 2014
Pages: 107 - 116

History

Received: Aug 23, 2012
Accepted: Feb 1, 2013
Published online: Feb 4, 2013
Discussion open until: Jul 4, 2013
Published in print: Jan 1, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Bing-yin Zhang
Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China.
Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author). E-mail: [email protected]
De-Zhi Kong
Engineer, Shanghai Construction No. 4 (Group) Co., Shanghai 200080, China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share