S. Kameyama

Effect evaluation of freeze-thaw on resilient modulus of unsaturated granular base course material in pavement

T. Ishikawa, S. Kawabata, Tianshu Lin, 2019, Transportation Geotechnics.

Effects of Freeze-Thawing on Mechanical Behavior of Granular Base in Cold Regions

T. Ishikawa, S. Kawabata, R. Abe, 2012 .

COMPATIBILITY OF PROBABILITY DISTRIBUTION MODELS FOR ESTIMATION OF FREEZING INDEX

S. Kawabata, S. Kameyama, M. Takami, 2009 .

APPLICATION OF GENETIC ALGORITHMS TO THE BACKCALCULATION OF PAVEMENT LAYER MODULI

Shuichi Kameyama, Kenji Himeno, Teruhiko Maruyama, 1996 .

Application of Genetic Algorithms to the Backcalculation of Concrete Pavement Layer Moduli

Teruhiko Maruyama, Kenji Himeno, Atsushi Kasahara, 1996 .

DETERMINATION OF THE INTERNATIONAL FRICTION INDEX (IFI)USING THE CIRCULAR TEXTURE METER (CTM) AND THE DYNAMIC FRICTION TESTER (DFT)

Shuichi Kameyama, J. J. Henry, Atsushi Kasahara, 2000 .