DISCUSSIONS AND CLOSURES
Sep 1, 1995

Discussion of “Response Prediction of Granular Materials at Low Effective Stresses” by Emir J. Macari-Pasqualino, Kenneth Runesson, and Stein Sture

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Publication: Journal of Geotechnical Engineering
Volume 121, Issue 9
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References

1.
Bransby, P., and Smith, A. A.(1977). “Side friction in model retaining wall experiments.”J. Geotech. Engrg. Div., ASCE, 101(7), 615–632.
2.
Fukushima, S., and Tatsuoka, F.(1984). “Strength and deformation characteristics of saturated sand at extremely low pressures.”Soils and Found., 24(4), 30–48.
3.
Huang, C.-C., Tatsuoka, F., and Sato, Y.(1994). “Failure mechanisms of reinforced sand slopes loaded with a footing.”Soils and Found., 34(2), 27–40.
4.
Pradhan, T. B. S., Tatsuoka, F., and Horii, N.(1988a). “Simple shear testing on sand in a torsional simple shear apparatus.”Soils and Found., 28(2), 95–112.
5.
Pradhan, T. B. S., Tatsuoka, F., and Horii, N.(1988b). “Strength and deformation characteristics of and in torsional simple shear.”Soils and Found., 28(3), 131–148.
6.
Tatsuoka, F., Goto, S., and Sakamoto, M.(1986a). “Effects of some factors on strength and deformation characteristics of sand at low pressures.”Soils and Found., 26(1), 105–114.
7.
Tatsuoka, F., Sakamoto, M., Kawamura, T., and Fukushima, S.(1986b). “Strength and deformation characteristics of sand in plane strain compression at extremely low pressures.”Soils and Found., 26(1), 65–84.
8.
Tatsuoka, F., Sonoda, S., Hara, K., Fukushima, S., and Pradhan, T. B. S.(1986c). “Failure and deformation of sand in torsional shear.”Soils and Found., 26(4), 79–97.
9.
Tatsuoka, F. (1988). “Some recent developments in triaxial testing systems for cohesionless soils.”State-of-the-art paper: avanced triaxial testing of soils and rocks, ASTM STP 977, Donaghe, Channy, and Silver, eds., ASTM, Philadelphia, 7–67.
10.
Tatsuoka, F., Okahara, O., Tanaka, T., Tani, K., Morimoto, T., and Siddiquee, M. S. A. (1991). “Progressive failure and particle size effect in bearing capacity of a footing on sand.”Proc., Geotech. Engrg. Congr. 1991: ASCE Geotech. Spec. Pub. No. 27, ASCE, New York, 788–802.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 121Issue 9September 1995
Pages: 678 - 680

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Published online: Sep 1, 1995
Published in print: Sep 1995

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Fumio Tatsuoka
Prof., Inst. of Ind. Sci., Univ. of Tokyo, 7-22-1, Roppongi, Minato-ku, Tokyo, 106, Japan.

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