Technical Papers
Jan 17, 2018

In Situ Short-Term and Long-Term Rockfill Compressibility as a Function of Void Ratio and Strength of Parent Rock

This article has a reply.
VIEW THE REPLY
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 144, Issue 4

Abstract

This article presents a study on 15 concrete face rockfill dams (CFRDs) carried out to characterize in situ rockfill compressibility. The stress-strain-time behavior of rockfill for each CFRD was evaluated at the embankment centerline, during and after construction and before the onset of reservoir impoundment. By comparing the behavior in different case studies, the rockfill in situ compressibility parameters were defined and related to key material properties. It was shown that short-term and long-term response of rockfill to changes in stress level is a function of two parameters: the strength of individual rock particles and the void ratio of the rockfill assemblage. Moreover, the time-dependent and short-term rockfill compressibility parameters are connected. This study provides a good framework to characterize and estimate the behavior of rockfill during and after construction of embankments. Moreover, the concepts presented in this paper can be used for predicting postconstruction deformations of structures constructed by using compacted rockfill on the basis of their behavior during construction.

Get full access to this article

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

Acknowledgments

The authors gratefully acknowledge the financial support of the Natural Sciences and Engineering Research Council of Canada (NSERC)—Hydro-Québec Industrial Research Chair for lifecycle optimization of embankment dams. The authors also extend their appreciation to their industrial partners: Hydro-Québec, SNC-Lavalin, Qualitas, WSP, Golder Associates, Klohn Crippen Berger, ConeTec, and Hatch. Finally, the authors thank the University of New South Wales for permission to publish the data related to the dams.

References

Alonso, E. (2003). “Exploring the limits of unsaturated soil mechanics: The behavior of coarse granular soil and rockfill.” Proc., 11th Buchanan Lecture, Univ. of Texas A&M, College Station, TX.
Alonso, E., Tapias, M., and Gili, J. (2013). “Particle crushing, scale effects and delayed behaviour of rockfill. A DEM investigation.” Proc., Alter Workshop Degradation in Geomaterials, Aussois, France.
Alonso, E. E., Olivella, S., and Pinyol, N. M. (2005). “A review of Beliche Dam.” Géotechnique, 55(4), 267–285.
Alonso, E. E., Olivella, S., Soriano, A., Pinyol, N. M., and Esteban, F. (2011). “Modelling the response of Lechago earth and rockfill dam.” Géotechnique, 61(5), 387–407.
Alonso, E. E., Tapias, M., and Gili, J. (2012). “Scale effects in rockfill behaviour.” Géotech. Lett., 2(3–9), 155–160.
AS (Australia Standards). (1993). “Geotechnical site investigations.” AS 1726-1993, Homebush, NSW, Australia.
Charles, J. A. (1973). “Correlation between laboratory behaviour of rockfill and field performance with particular reference to Scammonden Dam.” Ph.D. thesis, London Univ., London.
Clements, R. P. (1981). “The deformation of rockfill; inter-particle behaviour, bulk properties and behaviour in dams.” Ph.D. thesis, King’s College, London.
Clements, R. P. (1984). “Post-construction deformation of rockfill dams.” J. Geotech. Eng., 821–840.
Colliat-Dangus, J. L., Desrues, J., and Foray, P. (1988). “Triaxial testing of granular soil under elevated cell pressure.” ASTM STP 977, ASTM, West Conshohocken, PA, 290–310.
Dascal, O. (1987). “Postconstruction deformations of rockfill dams.” J. Geotech. Eng., 46–59.
Das Neves, E. M., and Veiga Pinto, A. (1988). “Modelling collapse on rockfill dams.” Comput. Geotech., 6(2), 131–153.
Evans, J. D., and Wilson, A. C. (1992). “The instrumentation, monitoring and performance of Roadford Dam during construction and first filling.” Proc., 7th Conf. of British Dam Society, Thomas Telford, London, 157–165.
Evans, J. D., and Wilson, A. C. (1994). “The asphalt membranes at Colliford and Roadford Reservoirs J.D.” Proc., 8th Conf. of British Dam Society, Thomas Telford, London, 1–11.
Fitzpatrick, M. D., Cole, B. A., Kinstler, F. L., and Knoop, B. (1985). “Design of concrete-faced rockfill dams.” Proc., Symp. on Concrete Face Rockfill Dams—Design, Construction and Performance, ASCE, Reston, VA, 410–434.
Guiyao, W., Zongying, H., and Jianlin, J. (2009). “Construction technique for high CFRD.” Proc., 1st Int. Symp. on Rockfill Dams, Chinese National Committee on Large Dams and Brazilian Committee on Large Dams, Chengdu, China.
Hunter, G., and Fell, R. (2002). “The deformation behaviour of rockfill.”, Univ. of New South Wales, Sydney, Australia.
Hunter, G., and Fell, R. (2003). “Rockfill modulus and settlement of concrete face rockfill dams.” J. Geotech. Geoenviron. Eng., 909–917.
Justo, J. L. (1991). “Collapse: Its importance, fundamentals and modelling.” Chapter 6, Advances in rockfill structures, Springer, Dordrecht, Netherlands, 97–152.
Justo, J. L., Canete, P., Manzanares, J. L., Del Campo, J., and De Porcellinis, P. (1988). “The upstream facing of Martin Gonzalo rockfill dam.” Proc., 16th Int. Congress on Large Dams (ICOLD), International Commission on Large Dams, San Francisco, 815–837.
Justo, J. L., and Durand, P. (2000). “Settlement-time behaviour of granular embankments.” Int. J. Numer. Anal. Methods Geomech., 24(3), 281–303.
Kermani, M., Konrad, J., and Smith, M. (2016). “An empirical method for predicting post-construction settlement of concrete face rockfill dams.” Can. Geotech. J., 54(6), 755–767.
Kjaernsli, B., and Sande, A. (1963). “Compressibility of some coarse-grained materials.” Proc., 1st European Conf. on Soil Mechanics and Foundation Engineering, Weisbaden, Germany, 245–251.
Konrad, J. M., and Boisvert, L. (2010). “Essais de compression oedométrique sur matériau de remblai en enrochement: Granulométries médiane et uniforme.”, Université Laval, Québec (in French).
Marachi, N. D., Chan, C. K., Seed, H. B., and Duncan, J. M. (1969). “Strength and deformation characteristics of rockfill materials.”, Univ. of California, Berkeley, CA.
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 rockfill.” Embankment dam engineering—Casagrande volume, R. C. Hirschfeld and S. J. Poulos, eds., Wiley, New York, 109–200.
McDowell, G. R., and Bolton, M. D. (1998). “On the micromechanics of crushable aggregates.” Géotechnique, 48(5), 667–679.
Mesri, G. (2007). “Discussion: Theoretical investigation of the time-dependent behaviour of rockfill.” Géotechnique, 57(9), 779–781.
Mesri, G., Feng, T. W., and Benak, J. M. (1990). “Postdensification penetration resistance of clean sands.” J. Geotech. Eng., 1095–1115.
Mesri, G., and Godlewski, P. M. (1977). “Time- and stress-compressibility interrelationship.” J. Geotech. Eng. Div., 103(GT5), 417–430.
Mesri, G., and Vardhanabhuti, B. (2009). “Compression of granular materials.” Can. Geotech. J., 46(4), 369–392.
Milligan, V., and Coyne, L. (2005). “Review of factors influencing the settlement of rockfill dams.” Proc., K.Y. Lo Symp., Univ. of Western Ontario, London, 1–31.
Nobari, E. S., and Duncan, J. M. (1972). “Effect of reservoir filling on stresses and movements in earth and rockfill dams.”, Univ. of California, Berkeley, CA.
Oldecop, L. A., and Alonso, E. E. (2001). “A model for rockfill compressibility.” Géotechnique, 51(2), 127–139.
Oldecop, L. A., and Alonso, E. E. (2007). “Theoretical investigation of the time-dependent behaviour of rockfill.” Géotechnique, 57(3), 289–301.
Ortega, E. F. (2008). “Comportamiento de materiales granulares gruesos. Efecto de la succión.” Ph.D. thesis, Universitat Politècnica De Catalunya, Barcelona, Spain (in Spanish).
Parkin, A. K. (1991). “Creep of rockfill.” Advances in rockfill structures, E. M. das Neves, ed., Kluwer Academic Publishers, Dordrecht, Netherlands, 221–237.
Pestana, J. M., and Whittle, A. (1995). “Compression model for cohesionless soils.” Geotechnique, 45(4), 611–631.
Pinto, N. D. S., and Marques Filho, P. L. (1998). “Estimating the maximum face deflection in CFRDs.” Int. J. Hydropower Dams, 5, 28–32.
Poulos, H. G., and Davis, E. A. (1974). Elastic solutions for soil and rock mechanics, Wiley, New York.
Romero, E., Alonso, E. E., Alvarado, C., and Wacker, F. (2012). “Effect of loading history on time dependent deformation of rockfill.” Unsaturated soils: Research and applications, Springer, Berlin, 419–424.
Sowers, G. F., Williams, R. C., and Wallace, T. S. (1965). “Compressibility of broken rock and the settlement of rockfills.” Proc., 6th ICSMFE, Vol. 2, University of Toronto Press, Montréal, 561–565.
Tavares, L. M., and das Neves, P. B. (2008). “Microstructure of quarry rocks and relationships to particle breakage and crushing.” Int. J. Miner. Process., 87(1), 28–41.
Wilson, A. C., and Evans, J. D. (1991). “The use of low grade rockfill at Roadford Dam.” The embankment dam, Thomas Telford, London, 21–27.
Won, M.-S., and Kim, Y.-S. (2008). “A case study on the post-construction deformation of concrete face rockfill dams.” Can. Geotech. J., 45(6), 845–852.
Zhou, W., Hua, J., Chang, X., and Zhou, C. (2011). “Settlement analysis of the Shuibuya concrete-face rockfill dam.” Comput. Geotech., 38(2), 269–280.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 144Issue 4April 2018

History

Received: Dec 7, 2016
Accepted: Aug 16, 2017
Published online: Jan 17, 2018
Published in print: Apr 1, 2018
Discussion open until: Jun 17, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Mohammad Kermani [email protected]
Geotechnical Engineering Analyst, GHD, 4600 Blvd. de la Côte-Vertu, Montreal, QC, Canada H4S 1C7 (corresponding author). E-mail: [email protected]
Jean-Marie Konrad
Professor, Dept. of Civil and Water Engineering, Laval Univ., 1065, Ave. de la Médecine, Pavillon Adrien-Pouliot, Room 2912B, Québec, QC, Canada G1V 0A6.
Marc Smith
Geotechnical Engineer, Dam Safety Division, Hydro-Québec, 75, Blvd. René-Lévesque Ouest, Montréal, QC, Canada H2Z 1A4.

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