External stability of group column type deep mixing improved ground under embankment loadingKITAZUME, Masaki; MARUYAMA, Kenji.Soils and foundations. 2006, Vol 46, Num 3, pp 323-340, issn 0038-0806, 18 p.Article

Internal stability of group column type deep mixing improved ground under embankment loadingKITAZUME, Masaki; MARUYAMA, Kenji.Soils and foundations. 2007, Vol 47, Num 3, pp 437-455, issn 0038-0806, 19 p.Article

CONTRIBUTIONS TO SOILS AND FOUNDATIONS: GROUND IMPROVEMENTKITAZUME, Masaki; OKAMURA, Mitsu.Soils and foundations. 2010, Vol 50, Num 6, pp 965-975, issn 0038-0806, 11 p.Article

BEHAVIOR OF SHEET PILE QUAY WALL STABILIZED BY SEA-SIDE GROUND IMPROVEMENT IN DYNAMIC CENTRIFUGE TESTSRUHUL AMIN KHAN, M; HAYANO, Kimitoshi; KITAZUME, Masaki et al.Soils and foundations. 2009, Vol 49, Num 2, pp 193-206, issn 0038-0806, 14 p.Article

Application of the pneumatic flow mixing method: Central Japan International Airport = Une application de la technique de mélange dans un courant pneumatique : l'Aéroport International du Japon centralSATOH, Tsuneo; KITAZUME, Masaki; SUGANUMA, Fuminori et al.Bulletin - International Navigation Association. 2004, Num 116, pp 45-49, issn 1680-1059, 5 p.Article

Seismic stability of cement treated ground by tilting and dynamic shaking table testsKITAZUME, Masaki; HAYANO, Kimitoshi; HASHIZUME, Hideo et al.Soils and foundations. 2003, Vol 43, Num 6, pp 125-140, issn 0038-0806, 16 p.Article

Effects of the stiffness of soft clay layer on strong motion responseYAMAGUCHI, Akira; KAZAMA, Motoki; TOYOTA, Hirofumi et al.Soils and foundations. 2002, Vol 42, Num 1, pp 17-33, issn 0038-0806Article

Liquefaction and settlement of reclaimed ground with gravelly decomposed granite soilKAZAMA, Motoki; SENTO, Noriaki; OMURA, Hirofumi et al.Soils and foundations. 2003, Vol 43, Num 3, pp 57-72, issn 0038-0806, 16 p.Article