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GROUND DENSIFICATION DUE TO SAND COMPACTION PILES. Márcio M. Farias, Teruo Nakai, Hossain M. Shahin, Dorival M. Pedroso, Paula G. O. Passos and Masaya Hinokio
AN INTERPRETATION OF SUBLOADING t ij MODEL IN THE CONTEXT OF CONVENTIONAL ELASTOPLASTICITY THEORY. Dorival M. Pedroso, Marcio M. Farias and Teruo Nakai
Dr. Teruo Nakai Prof essor De part ment of Civil Engine e r ing Nagoya Institute of Techno logy . Gokiso-cho, Show a-ku Nagoya 466-8555, Japan. Tel: +81(0)52-735-5485
A method of modeling of geomaterials considering density and bonding of soils: Author * Hiroyuki Kyokawa, Teruo Nakai, Zhang Feng, Mamoru Kikumoto (Nagoya Inst. of Tech.)
Top | Intro duct ion | Staff | Students | Re se arch Theme | Published Pape r s & These s | Even t s | Access | Link. Acad emic staff: Dr. Teruo NAKAI, Professor
GROUND DENSIFICATION DUE TO SAND COMPACTION PILES. Márcio M. Farias, Teruo Nakai, Hossain M. Shahin, Dorival M. Pedroso, Paula G. O. Passos and Masaya Hinokio
AN INTERPRETATION OF SUBLOADING t ij MODEL IN THE CONTEXT OF CONVENTIONAL ELASTOPLASTICITY THEORY. Dorival M. Pedroso, Marcio M. Farias and Teruo Nakai
SIMULATION OF CONVENTIONAL AND INVERTED BRACED EXCAVATIONS USING SUBLOADING t ij MODEL. Teruo Nakai, Marcio M. Farias, Daniela Bastos and Yasuharu Sato
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