Numerical Modeling of Cemented Mine Backfill Deposition

Author:

Helinski Matthew123,Fahey Martin123,Fourie Andy123

Affiliation:

1. Ph.D. Candidate, School of Civil and Resource Engineering, The Univ. of Western Australia, Perth, Australia. E-mail: helinski@civil.uwa.edu.au

2. Professor, School of Civil and Resource Engineering, The Univ. of Western Australia, 35 Sterling Highway, Crawley, Perth, Australia (corresponding author). E-mail: fahey@civil.uwa.edu.au

3. Professor, Australian Center for Geomechanics, The Univ. of Western Australia, Perth, Australia. E-mail:andyf@acg.uwa.edu.au

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference22 articles.

1. Design Capacity of Slurried Mineral Waste Ponds

2. Carter J. P. and Liu M. D. (2005). Review of the structured cam clay model. Soil Constitutive Models: Evaluation Selection and Calibration ASCE Geotechnical Special Publication No. 128 99–132.

3. Influence of curing under stress on the triaxial response of cemented soils

4. Yielding–compressibility–strength relationship for an artificially cemented soil cured under stress

5. Dyvik R. and Olsen T. S. (1989). “ Gmax measured in oedometer and DSS tests using bender elements.” Proc. 12th Int. Conf. on SMFE International Society for Soil Mechanics and Foundation Engineering (ISSMFE) Rio de Janeiro Vol. 1 Balkema Rotterdam The Netherlands 39–42.

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