Membrane Effects in Biaxial Compression Tests
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 7
Abstract
The effects of the confining membrane in laboratory tests on soil specimens have been the subject of numerous experimental, analytical, and numerical studies over the past half-century. This technical note expands the existing knowledge base by presenting a methodology and the associated results from an experimental study that has quantified the effect of the confining membrane in biaxial shear tests conducted on medium sand. The applicability of the method of biaxial tests on clay specimens is also presented. The results show that for both tests on sands and clays, the effect of the membrane on the shear stress on the failure plane are significant and should be accounted for in the interpretation of biaxial shear test results where localization occurs.
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Acknowledgments
The writers sincerely appreciate the test data for kaolinite provided by Dr. Dunja Peric of Kansas State University that allowed them to expand their studies to other materials.
References
Alshibli, K. A., and Sture, S. (1999). “Sand shear band thickness measurements by digital imaging techniques.” J. Comput. Civ. Eng., 13(2), 103–109.
Bishop, A. W., and Henkel, D. J. (1962). The measurement of soil properties in the triaxial test, Edward Arnold Limited, London.
Chandler, R. J. (1966). “The measurement of residual strength in triaxial compression.” Geotechnique, 16(3), 181–186.
Drescher, A., Vardoulakis, I., and Han, C. (1990). “A biaxial apparatus for testing soils.” Geotech. Test. J., 13(3), 226–234.
Duncan, J. M., and Seed, H. B. (1967). “Corrections for strength test data.” J. Soil Mech. and Found. Div., 93(SM5), 121–137.
Finno, R. J., and Rechenmacher, A. L. (2003). “Effects of consolidation history on critical state of sand.” J. Geotech. Geoenviron. Eng., 129(4), 350–360.
Frost, J. D. (1989). “Studies on the monotonic and cyclic behavior of sands.” Ph.D. thesis, Dept. of Civil Engineering, Purdue Univ., West Lafayette, Ind.
Harris, W. W., Viggiani, G., Mooney, M. A., and Finno, R. J. (1995). “Use of stereophotogrammetry to analyze the development of shear bands in sand.” Geotech. Test. J., 18(4), 405–420.
Henkel, D. J., and Gilbert, G. D. (1952). “The effect of the rubber membrane on the measured triaxial compression strength of clay samples.” Geotechnique, 3(1), 20–29.
LaRochelle, P. (1967). “Membrane, drain, and area correction in triaxial test on soil samples failing along a single shear plane.” Proc. 3rd Pan-American Conf. on Soil Mechanics and Foundation Engineering, Vol. 1, Caracas, Venezuela, Society of Venezolana Mec Suelo Ing Fund, 273–292.
LaRochelle, P., Leroueil, S., Trak, B., Blais-Leroux, L., and Tavenas, F. (1988). “Observational approach to membrane and area corrections in triaxial tests.” Advanced triaxial testing of soil and rock, ASTM STP 977, R. T. Donaghe, R. C. Chaney, and M. L. Silver, eds., American Society for Testing and Materials, Philadelphia, 715–731.
Oda, M., and Kazama, H. (1998). “Microstructure of shear bands and its relation to mechanisms of dilatancy and failure of dense granular soils.” Geotechnique, 48(4), 465–481.
Pachakis, M. D. (1976). “The influence of the membrane restraint on the measured strength of a soil sample failing along a single shear plane in the triaxial test.” Geotechnique, 26(1), 226–230.
Peric, D., and Hwang, C. (2002). “Experimental investigation of plane strain behavior of Georgia kaolin.” Proc., 8th Int. Conf. on Numerical Methods in Geomechanics—NUMOG VIII, Rome, Italy, Taylor and Francis, 93–98.
Vermeer, P. A. (1990). “Orientation of shear bands in biaxial tests.” Geotechnique, 40(2), 223–236.
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© 2009 ASCE.
History
Received: Aug 6, 2007
Accepted: Dec 6, 2008
Published online: Feb 21, 2009
Published in print: Jul 2009
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