Author:
Hayano Kimitoshi,Matsumoto Masashi,Tatsuoka Fumio,Koseki Junichi
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference28 articles.
1. Effects of setting method on the behavior of clays in triaxial compression from saturation to undrained shear;Ampadu;Soils and Foundations,1993
2. Measurement of stiffness of soils and weak rocks using small strain laboratory testing and field geophysics;Clayton;Proc. 1st International Symposium on Pre-failure Deformation Characteristics of Geomaterials,1994
3. Time-dependent deformation characteristics of sand and their constitutive modeling;Di Benedetto;Soils and Foundations (submitted).,2000
4. A simple gauge for local small strain measurements in the laboratory;Goto;Soils and Foundations,1991
5. Deformation characteristics of a sedimentary soft mudstone from triaxial compression tests using rectangular prism specimens;Hayano;Géotechnique,1997
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