LIQUEFACTION PROPERTIES OF TOYOURA SAND IN CYCLIC TORTIONAL SHEAR TESTS UNDER LOW CONFINING STRESS-Reference-Cited by-同舟云学术

LIQUEFACTION PROPERTIES OF TOYOURA SAND IN CYCLIC TORTIONAL SHEAR TESTS UNDER LOW CONFINING STRESS

Published:2005 Issue:5 Volume:45 Page:103-113
ISSN:1341-7452
Container-title:SOILS AND FOUNDATIONS
language:en
Short-container-title:SOILS AND FOUNDATIONS

Author:

KOSEKI JUNICHI¹,YOSHIDA TATSUYA²,SATO TAKESHI³

Affiliation:

1. Institute of Industrial Science, The University of Tokyo

2. East Japan Railway

3. IIS, The Univ. of Tokyo

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/sandf1995/45/5/45_103/_pdf

Reference17 articles.

1. 1) Amaya, M., Sato, T., Koseki, J. and Maeshiro, N. (1997) : Undrained cyclic shear characteristics of Toyoura sand under low confining stress, Proc. 52nd Annual Conf. Jpn. Soc. Civil Engineers, (3-A), 130-131 (in Japanese).

2. 2) Ampadu, S. K. and Tatsuoka, F. (1993a) : A hollow cylinder torsional simple shear apparatus capable of a wide range of shear strain measurement, Geotech. Test. J., 16 (1), 3-17.

3. 3) Ampadu, S. K. and Tatsuoka, F. (1993b) : Effects of setting method on the behavior of clays in triaxial compression from saturation to undrained shear, Soils and Foundations, 33 (2), 14-34.

4. 4) Fukushima, S. and Tatsuoka, F. (1984) : Strength and deformation characteristics of saturated sand at extremely low pressures, Soils and Foundations, 24 (4), 30-48.

5. 5) HongNam, N. and Koseki, J. (2005) : Quasi-elastic deformation properties of Toyoura sand in cyclic triaxial and torsional loadings, Soils and Foundations, 45 (5), 19-38.

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