Strain-Dependent Dynamic Properties of Remolded Sand-Clay Mixtures

Author:

Yamada Suguru12345,Hyodo Masayuki12345,Orense Rolando P.12345,Dinesh S. V.12345,Hyodo Taichi12345

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Civil Engineering, Yamaguchi Univ., 2-16-1 Tokiwadai, Ube, Yamaguchi, Japan (corresponding author).

2. Professor, Dept. of Civil Engineering, Yamaguchi Univ., 2-16-1 Tokiwadai, Ube, Yamaguchi, Japan.

3. Senior Lecturer, Univ. of Auckland, Private Bag 92019, Auckland, New Zealand. E-mail: r.orense@auckland.ac.nz

4. NPEEE Postdoctoral Fellow, Yamaguchi Univ., 2-16-1 Tokiwadai, Ube, Yamaguchi, Japan; formerly, Assistant Professor, Dept. of Civil Engineering, Siddaganga Institute of Technology, Tumkur, India.

5. Graduate Student, Yamaguchi Univ. Graduate School of Science and Engineering, 2-16-1 Tokiwadai, Ube, Yamaguchi, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference28 articles.

1. Effects of straining in shear modulus of clay;Anderson D. G.;J. Geotech. Engrg. Div.,1976

2. Andreasson B. (1981). “Dynamic deformation characteristics of a soft clay.” Proc. Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics Vol. 1 St. Louis 65–70.

3. ASTM. (2005). “Standard test methods for liquid limit plastic limit and plasticity index of soils.” ASTM D4318-05 Philadelphia.

4. Vibration modulus of normally consolidated clay;Hardin B. O.;J. Soil Mech. and Found. Div.,1968

5. Closure to vibration modulus of normally consolidated clay;Hardin B. O.;J. Soil Mech. and Found. Div.,1969

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