フォロー
Daiki HIRAKAWA
Daiki HIRAKAWA
確認したメール アドレス: g.chuo-u.ac.jp
タイトル
引用先
引用先
A new type of integral bridge comprising geosynthetic-reinforced soil walls
F Tatsuoka, D Hirakawa, M Nojiri, H Aizawa, H Nishikiori, R Soma, ...
Geosynthetics International 16 (4), 301-326, 2009
1782009
Time-dependent stress–strain behaviour due to viscous properties of geogrid reinforcement
D Hirakawa, W Kongkitkul, F Tatsuoka, T Uchimura
Geosynthetics International 10 (6), 176-199, 2003
1162003
Plane strain compression behaviour of geogrid-reinforced sand and its numerical analysis
F PENG, N Kotake, F Tatsuoka, D Hirakawa, T Tanaka
Soils and Foundations 40 (3), 55-74, 2000
1062000
Viscous deformation of geosynthetic reinforcement under cyclic loading conditions and its model simulation
W Kongkitkul, D Hirakawa, F Tatsuoka, T Uchimura
Geosynthetics International 11 (2), 73-99, 2004
692004
Dynamic stability of geosynthetic-reinforced soil integral bridge
H Munoz, F Tatsuoka, D Hirakawa, H Nishikiori, R Soma, M Tateyama, ...
Geosynthetics International 19 (1), 11-38, 2012
602012
Viscous behaviour of unbound granular materials in direct shear
A Duttine, F Tatsuoka, W Kongkitkul, D Hirakawa
Soils and Foundations 48 (3), 297-318, 2008
532008
Viscous behaviour of geogrids; experiment and simulation
W Kongkitkul, D Hirakawa, F Tatsuoka
Soils and Foundations 47 (2), 265-283, 2007
492007
Time histories of tensile force in geogrid arranged in two full-scale high walls
W Kongkitkul, F Tatsuoka, D Hirakawa, T Sugimoto, S Kawahata, M Ito
Geosynthetics International 17 (1), 12-32, 2010
462010
An old but new issue; viscous properties of polymer geosynthetic reinforcement and geosynthetic-reinforced soil structures, Keynote Lecture
F Tatsuoka, D Hirakawa, M Shinoda, W Kongkitkul, T Uchimura
Proc., 3rd Asian Regional Conf. on Geosynthetics (GeoAsia 2004), 29-77, 2004
452004
Time-dependant deformation of geosynthetics and geosynthetic-reinforced soil structures
D Hirakawa, T Uchimura, Y Shibata, F Tatsuoka
Proc. of the 7th International Conference on Geosynthetics, 1427-1430, 2002
392002
Creep rupture curve for simultaneous creep deformation and degradation of geosynthetic reinforcement
W Kongkitkul, F Tatsuoka, D Hirakawa
Geosynthetics International 14 (4), 189-200, 2007
342007
Strength and stiffness of compacted crushed concrete aggregate
F Tatsuoka, YI Tomita, Y Iguchi, D Hirakawa
Soils and Foundations 53 (6), 835-852, 2013
322013
Rate-dependent load-strain behaviour of geogrid arranged in sand under plane strain compression
W Kongkitkul, F Tatsuoka, D Hirakawa
Soils and Foundations 47 (3), 473-491, 2007
282007
Effects of cyclic loading conditions on the behaviour of railway track in the laboratory model tests
D Hirakawa, H Kawasaki, F Tatsuoka, Y Momoya
Bearing Capacity Of Roads Volume 2, 1295-1305, 2020
232020
Integral bridge with geosynthetic-reinforced backfill
F Tatsuoka, D Hirakawa, M Nojiri, H Aizawa, M Tateyama, K Watanabe
Proc. First Pan American Geosynthetics Conference & Exhibition, Cancun …, 2008
232008
Effects of geosynthetic reinforcement type on the strength and stiffness of reinforced sand in plane strain compression
W Kongkitkul, D Hirakawa, F Tatsuoka, T Kanemaru
Soils and Foundations 47 (6), 1109-1122, 2007
202007
Effects of reinforcement type and loading history on the deformation of reinforced sand in plane strain compression
W Kongkitkul, F Tatsuoka, D Hirakawa
Soils and foundations 47 (2), 395-414, 2007
182007
Study on residual deformation characteristics of geosynthetic-reinforced soil structures
D Hirakawa
Doctor of Engineering thesis, University of Tokyo (in Japanese), 2003
182003
Validation of high seismic stability of a new type integral bridge consisting of geosynthetic-reinforced soil walls
H Aizawa, M Nojiri, D Hirakawa, H Nishikiori, F Tatsuoka, M Tateyama, ...
New Horizons in Earth Reinforcement, 819-825, 2007
172007
Effects of the tensile resistance of reinforcement in the backfill on the seismic stability of GRS integral bridge
D Hirakawa, M Nojiri, H Aizawa, H Nishikiori, F Tatsuoka, K Watanabe, ...
New Horizons in Earth Reinforcement, 811-817, 2023
142023
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