DISCUSSIONS AND CLOSURES
May 1, 2001
Triaxial Behavior of Kaolinite in Different Pore Fluids
Authors: John H. Schmertmann, Supot Teachavorasinskun, A. Anandarajah, and D. ZhaoAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 127, Issue 5
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References
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Schmertmann, J. H. ( 1976). “The shear behavior of soil with constant structure.” Laurits, Bjerrum memorial volume, Norwegian Geotechnical Institute, Oslo, Norway, 65–98.
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Schmertmann, J. H. ( 1981). “A general time-related soil friction increase phenomenon.” ASTM STP 740, ASTM, West Conshohocken, Pa., 456–484.
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Schmertmann, J. H. (1991). “The mechanical aging of soils.”J. Geotech. Engrg., ASCE, 117(9), 1288–1330.
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Mesri, G., Feng, T. W., and Benak, J. M. (1990). “Postdensification penetration resistance of clean sands.”J. Geotech. Engrg., ASCE, 116(7), 1095–1115.
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Mitchell, J. K., and Solymar, Z. V. (1984). “Time-dependent strength gain in freshly deposited or densified sand.”J. Geotech. Engrg., ASCE, 110(11), 1559–1576.
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Published online: May 1, 2001
Published in print: May 2001
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John H. Schmertmann
Fellow, ASCE
Supot Teachavorasinskun
A. Anandarajah
Prof. of Civ. Engrg., Emeritis, Univ. of Florida, Gainesville, FL 32605.
Lect., Dept. of Civ. Engrg., Facu. of Engrg., Chulalongkorn Univ., Phayathai Rd., Pathumwan, Bangkok 10330, Thailand.
Prof., Dept. of Civ. Engrg., Johns Hopkins Univ., Baltimore, MD 21218–2686.
Engr./Proj. Mgr., Dept. of Build. Devel., Loudoun County, VA; formerly, Grad. Student, Johns Hopkins Univ., Baltimore, MD.
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