Properties of Artificially Cemented Carbonate Sand
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 124, Issue 6
Abstract
Naturally cemented materials often have inherent variabilities in density and degree of cementation. The influence of this variability on the properties of cemented materials is investigated by producing artificially cemented specimens at dry unit weights ranging from 12 to 19 kN/m3 and gypsum cement contents ranging from 0% to 20%. Tests have been performed to investigate the index strengths, the behavior in isotropic and K0 compression, and the responses from standard triaxial compression tests over a wide range of confining pressures. The index properties, and the compression and stiffness parameters of the cemented sands are presented, with particular attention given to the influences of density and degree of cementation. For the artificial soil, the effects of the bonding are only significant for stresses below an apparent preconsolidation stress. The strength and stiffness increase with increasing density and cement content, but the influence of the cementation decreases as the density increases.
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References
1.
Acar, Y. B., and El-Tahir, E. A.(1987). “Low strain dynamic properties of artificially cemented sand.”J. Geotech. Engrg., ASCE, 112(11), 1001–1015.
2.
Adachi, T., Ogawa, T., and Hayashi, M.(1981). “Mechanical properties of soft rock and rock mass.”Proc., 10th Int. Conf. Soil Mech. Found. Engrg., 1, 527–530.
3.
Airey, D. W.(1993). “Triaxial testing of naturally cemented carbonate soil.”J. Geotech. Engrg., ASCE, 119(9), 1379–1398.
4.
Aversa, S., Evangelista, A., Leroueil, S., and Picarelli, L.(1993). “Some aspects of the mechanical behaviour of structured soils and soft rocks.”Geotechnical engineering of hard soils–soft rocks, Anagnostopoulos et al., eds., A. A. Balkema, Rotterdam, The Netherlands, 1, 359–366.
5.
Bieniawski, Z. T., and Hawkes, I.(1978). “Suggested methods for determining tensile strength of rock materials.”Int. J. Rock Mech. and Min. Sci., 15(3), 99–103.
6.
Brown, E. T., ed. (1981). Rock characterisation testing and monitoring. ISRM, Pergamon Press, Inc., Tarrytown, N.Y.
7.
Cargill, J. S., and Shakoor, A.(1990). “Evaluation of empirical methods of measuring the uniaxial compressive strength of rock.”Int. J. Rock Mech. and Min. Sci., 27(6), 495–503.
8.
Chang, T. S., and Woods, R. D.(1987). “Effect of confining pressure on shear modulus of cemented sand.”Developments in geotechnical engineering, Elsevier Applied Science, New York, N.Y., 43, 193–208.
9.
Clough, G. W., Iwabuchi, J., Rad, N. S., and Kuppusamy, T.(1990). “Influence of cementation on liquefaction of sands.”J. Geotech. Engrg., ASCE, 115(8), 1102–1117.
10.
Clough, G. W., Sitar, N., Bachus, R. G., and Rad, N. S.(1981). “Cemented sands under static loading.”J. Geotech. Engrg., ASCE, 107(6), 799–817.
11.
Coop, M. R.(1990). “The mechanics of uncemented carbonate sand.”Geotechnique, 40(4), 607–626.
12.
Coop, M. R., and Atkinson, J. H.(1993). “The mechanics of cemented carbonate sands.”Geotechnique, 40(4), 607–626.
13.
Datta, M., Gulhati, S. K., and Rao, G. V.(1980). “Crushing and shear behaviour of calcareous sands.”Proc., Geotech '80, 1, 217–222.
14.
DeSouza, J. M. (1958). “Compressibility of quartz sand at high pressure,” MS thesis, Massachusetts Inst. of Technol., Cambridge, Mass.
15.
Dobry, R., Ladd, R. S., Reese, L. C., and Ng, T.(1988). “Modelling of pore pressures and shear moduli in calcareous soils by strain controlled cyclic testing.”Proc., Int. Conf. on Calcareous Sediments, A. A. Balkema, Rotterdam, The Netherlands, 2, 531–540.
16.
Fox, P. J., Edil, T. B., and Lan, L. T.(1992). “Cα/Cc concept applied to compression of peat.”J. Geotech. Engrg., ASCE, 118(8), 1256–1263.
17.
Gibson, R. E., and Henkel, D. J.(1954). “Influence of duration of tests at constant rate of strain on measured drained strength.”Geotechnique, 4, 6–15.
18.
Huang, J. T. (1994). “The effects of density and cementation on cemented sands,” PhD thesis, Univ. of Sydney, Australia.
19.
Huang, J. T., and Airey, D. W.(1991). “The manufacture and index testing of cemented carbonate soils.”Proc., 9th Asian Regional Conf. Soil Mech. Found. Engrg., 1, 143–146.
20.
Huang, J. T., and Airey, D. W.(1993). “Effects of cement and density on an artificially cemented sand.”Geotechnical engineering of hard soils–soft rocks, Anagnostopoulos et al., eds., A. A. Balkema, Rotterdam, The Netherlands, 1, 553–560.
21.
Huang, J. T., and Airey, D. W.(1994). “Discussion of `The mechanics of cemented carbonate sands.”' Geotechnique, 44(3), 533–535.
22.
Huang, J. T., and Airey, D. W. (1998). “Density and cementation effects on an artificial soil.”Res. Rep. No. R760, Dept. of Civ. Engrg., Univ. of Sydney, Australia.
23.
Jewell, T. J., and Khorshid, M. S., eds. (1988). “Engineering for calcareous sediments.” Vol. 2, North Rankin “A”Found. Proj. and State of the Art Rep., A. A. Balkema, Rotterdam, The Netherlands.
24.
Lama, R. D., and Vutukuri, V. S. (1978). Handbook on mechanical properties of rocks, Vol. 2. Trans Tech, Clansthal, Germany.
25.
Leroueil, S., and Vaughan, P. R.(1990). “The general and congruent effects of structure in natural soils and weak rocks.”Geotechnique, 40(3), 467–488.
26.
Matthews, M. C., and Clayton, C. R. I.(1993). “Influence of intact porosity on the engineering properties of a weak rock.”Geotechnical engineering of hard soils–soft rocks, Anagnostopoulos et al., eds. A. A. Balkema, Rotterdam, The Netherlands, 1, 693–702.
27.
Mitchell, J. K. (1976). “The properties of cement stabilised soils.”Residential Workshop on Mat. and Methods for Low Cost Road, Rail and Reclamation Works.
28.
Novello, E. A. (1988). “Geomechanics and the critical state,” PhD thesis, Monash Univ., Australia.
29.
O'Rourke, T. D., and Crespo, E.(1988). “Geotechnical properties of cemented volcanic soil.”J. Geotech. Engrg., ASCE, 114(10), 1126–1147.
30.
Price, D. G., and Verhoef, P. N. W.(1988). “The engineering properties and problems associated with cretaceous calcarenites of Limburg, Netherlands.”Engineering for calcareous sediments. A. A. Balkema, Rotterdam, The Netherlands, 1, 129–136.
31.
Vaughan, P. R., Maccarini, M., and Mokhtar, S. M.(1988). “Indexing the engineering properties of residual soils.”Quarterly J. Engrg. Geol., 21(1), 69–84.
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Copyright © 1998 American Society of Civil Engineers.
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Published online: Jun 1, 1998
Published in print: Jun 1998
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