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Pile Bearing Capacity Factors and Soil CrushabiityKUWAJIMA, Keiji; HYODO, Masayuki; HYDE, Adrian F. L et al.Journal of geotechnical and geoenvironmental engineering. 2009, Vol 135, Num 7, pp 901-913, issn 1090-0241, 13 p.Article

Postcyclic recompression, stiffness, and consolidated cyclic strength of siltHYDE, Adrian F. L; HIGUCHI, Toru; YASUHARA, Kazuya et al.Journal of geotechnical and geoenvironmental engineering. 2007, Vol 133, Num 4, pp 416-423, issn 1090-0241, 8 p.Article

Liquefaction, cyclic mobility, and failure of siltHYDE, Adrian F. L; HIGUCHI, Torn; YASUHARA, Kazuya et al.Journal of geotechnical and geoenvironmental engineering. 2006, Vol 132, Num 6, pp 716-735, issn 1090-0241, 20 p.Article

Settlements in fine-grained soils under cyclic loadingYASUHARA, Kazuya; MURAKAMI, Satoshi; TOYOTA, Noritaka et al.Soils and foundations. 2001, Vol 41, Num 6, pp 25-36, issn 0038-0806Article

Undrained monotonic and cyclic shear behaviour of sand under low and high confining stressesHYODO, Masayuki; HYDE, Adrian F. L; ARAMAKI, Noritaka et al.Soils and foundations. 2002, Vol 42, Num 3, pp 63-76, issn 0038-0806Article

One-dimensional compression behaviour of uniformly graded sand related to single particle crushing strengthNAKATA, Yukio; KATO, Yoshinori; HYODO, Masayuki et al.Soils and foundations. 2001, Vol 41, Num 2, pp 39-51, issn 0038-0806Article

Microscopic particle crushing of sand subjected to high pressure one-dimensional compressionNAKATA, Yukio; HYODO, Masayuki; HYDE, Adrian F. L et al.Soils and foundations. 2001, Vol 41, Num 1, pp 69-82, issn 0038-0806Article

Online earthquake response test for stratified layers of clay and sandTAKAHASHI, Naoki; HYODO, Masayuki; HYDE, Adrian F. L et al.Journal of geotechnical and geoenvironmental engineering. 2006, Vol 132, Num 5, pp 611-621, issn 1090-0241, 11 p.Article

Postcyclic degradation of strength and stiffness for low plasticity siltYASUHARA, Kazuya; MURAKAMI, Satoshi; SONG, Byung-Woong et al.Journal of geotechnical and geoenvironmental engineering. 2003, Vol 129, Num 8, pp 756-769, issn 1090-0241, 14 p.Article

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