DISCUSSIONS AND CLOSURES
Feb 1, 1989

Discussion of “Cα/Cc Concept and K0 During Secondary Compression” by G. Mesri and A. Castro (March, 1987, Vol. 113, No. 3)

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Publication: Journal of Geotechnical Engineering
Volume 115, Issue 2
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References

1.
Christiansen, J. (1985). “Geotechnical parameters, glacial backfill, Eisenhower and snell locks, Massena, N.Y.” Report No. GTA‐84‐64, Empire Soils Inc.
2.
Dyvik, R., Lacasse, S., and Martin, R. (1985). “Coefficient of lateral stress from oedometer cell.” Proc. 11th Int. Conf. on Soil Mech., 2, 1003–1006.
3.
Hardin, B. (1983). “Plane strain constitutive equations for soil.” J. Geotech. Engrg., ASCE, 109(3), 388–407.
4.
Jamiolkowski, M., and Pasqualini, E. (1983). Discussion of “K0—OCR relationships in soil,” J. Geotech. Engrg. Div., ASCE, 109(6), 864–866.
5.
Maschwitz, G., Richwien, W., and Rizkallah, V. (1979). “Relevant soil parameters for clays exhibiting creep.” Proc. 8th European Conf. on Soil Mech., 1, 91–96.
6.
Okochi, Y., and Tatsuoka, F. (1984). “Some factors affecting K0 of sand in triaxial cell.” Soils Found., 24(3), 52–68.
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Saglamer, A. (1975). “Soil parameters affecting coefficient of earth pressure.” Proc. Instanbul Conf. on Soil Mechs., 9–16.
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Tavenas, F., and Leroueil, S. (1977). “Effects of stresses and time on yielding of clays.” Proc. 9th Int. Conf. on Soil Mech., 1, 319–326

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 115Issue 2February 1989
Pages: 267 - 270

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Published online: Feb 1, 1989
Published in print: Feb 1989

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Paul W. Mayne, Associate Member, ASCE
Sr. Geotech. Engr., Law Engrg., P.O. Drawer QQ, McLean, VA 22101

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