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kw.\*:("centrifuge model test")

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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

Physical Modeling of Landslide Stabilization Methods in an Overconsolidated ClayFIORAVANTE, V.ASTM geotechnical testing journal. 2008, Vol 31, Num 2, pp 175-191, issn 0149-6115, 17 p.Article

SEISMIC BEARING CAPACITY OF PILES IN LIQUEFIABLE SOILSKNAPPETT, J. A; MADABHUSHI, S. P. G.Soils and foundations. 2009, Vol 49, Num 4, pp 525-535, issn 0038-0806, 11 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

CENTRIFUGE TESTS OF IMPULSIVE VERTICAL ACCELERATION GENERATED BY FOUNDATION UPLIFT DURING STRONG SHAKINGTAMURA, Shuji; ADACHI, Keisuke; TOKIMATSU, Kohji et al.Soils and foundations. 2011, Vol 51, Num 3, pp 411-422, issn 0038-0806, 12 p.Article

NAIL REINFORCEMENT MECHANISM OF COHESIVE SOIL SLOPES UNDER EARTHQUAKE CONDITIONSLIPING WANG; GA ZHANG; ZHANG, Jian-Min et al.Soils and foundations. 2010, Vol 50, Num 4, pp 459-469, issn 0038-0806, 11 p.Conference Paper

Transverse horizontal load on buried pipes due to liquefaction-induced permanent ground displacementSHIMAMURA, Kazunori; FUJITA, Yusuke; KOJIMA, Seiji et al.Soils and foundations. 2003, Vol 43, Num 1, pp 59-73, issn 0038-0806, 15 p.Article

CENTRIFUGE MODEL TEST STUDY OF RAINFALL-INDUCED DEFORMATION OF COHESIVE SOIL SLOPESGA ZHANG; JIYUN QIAN; RUI WANG et al.Soils and foundations. 2011, Vol 51, Num 2, pp 297-305, issn 0038-0806, 9 p.Article

CENTRIFUGE MODEL TESTS OF A ROCKFILL DAM AND SIMULATION USING CONSOLIDATION ANALYSIS METHODKOHGO, Yuji; TAKAHASHI, Akira; SUZUKI, Tomokazu et al.Soils and foundations. 2010, Vol 50, Num 2, pp 227-244, issn 0038-0806, 18 p.Article

EVALUATION OF LONG-TERM DISPLACEMENTS OF PILE FOUNDATION USING COUPLED FEM AND CENTRIFUGE MODEL TEST : Recent attempts to establish performance-based design of geotechnical structureDANNO, Koichiro; KIMURA, Makoto.Soils and foundations. 2009, Vol 49, Num 6, pp 941-958, issn 0038-0806, 18 p.Article

MOBILISATION OF EARTH PRESSURE ACTING ON PILE CAPS UNDER CYCLIC LOADINGTAKAHASHI, Akihiro; SUGITA, Hideki; TANIMOTO, Shunsuke et al.Soils and foundations. 2008, Vol 48, Num 6, pp 741-754, issn 0038-0806, 14 p.Article

Development and application of H-joint steel pipe sheet piles in construction of foundations for structuresKIMURA, Makoto; INAZUMI, Shinya; JONAH KIPTANUI ARAP TOO et al.Soils and foundations. 2007, Vol 47, Num 2, pp 237-251, issn 0038-0806, 15 p.Article

CENTRIFUGE MODEL TESTS ON A COHESIVE SOIL SLOPE UNDER EXCAVATION CONDITIONSMING LI; GA ZHANG; ZHANG, Jian-Min et al.Soils and foundations. 2011, Vol 51, Num 5, pp 801-812, issn 0038-0806, 12 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

Earth pressure and sidewall friction acting on an embedded footing in dry sand based on centrifuge testsTAMURA, Shuji; IMAYOSHI, Tsuyoshi; SAKAMOTO, Tadashi et al.Soils and foundations. 2007, Vol 47, Num 4, pp 811-819, issn 0038-0806, 9 p.Article

Reexamination of mononobe-okabe theory of gravity retaining walls using centrifuge model testsNAKAMURA, Shinya.Soils and foundations. 2006, Vol 46, Num 2, pp 135-146, issn 0038-0806, 12 p.Article

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

Response of pile groups against seismically induced lateral flow in centrifuge model testsIMAMURA, Shinichiro; HAGIWARA, Toshiyuki; TSUKAMOTO, Yoshimichi et al.Soils and foundations. 2004, Vol 44, Num 3, pp 39-55, issn 0038-0806, 17 p.Article

Effect study of cracks on behavior of soil slope under rainfall conditionsGA ZHANG; RUI WANG; JIYUN QIAN et al.Soils and foundations. 2012, Vol 52, Num 4, pp 634-643, issn 0038-0806, 10 p.Article

Centrifuge model test of tunnel face reinforcement by boltingKAMATA, Hirohisa; MASHIMO, Hideto.Tunnelling and underground space technology. 2003, Vol 18, Num 2-3, pp 205-212, issn 0886-7798, 8 p.Article

Centrifuge investigation into the effect of new shield tunnelling on an existing underlying large-diameter tunnelPENG LI; DU, Shou-Ji; MA, Xian-Feng et al.Tunnelling and underground space technology. 2014, Vol 42, pp 59-66, issn 0886-7798, 8 p.Article

Liquefaction-induced large displacement of pile-supported wharfTAKAHASHI, A; TAKEMURA, J.Soil dynamics and earthquake engineering (1984). 2005, Vol 25, Num 11, pp 811-825, issn 0267-7261, 15 p.Article

INDEPENDENT REINFORCED SOIL STRUCTURE WITH PILE FOUNDATION -PILED GEO-WALL: AN EXPERIMENTAL STUDY ON THE APPLICATION TO SEISMIC MEASURE FOR EMBANKMENTHARA, Takashi; TSUJI, Shinichiro; YASHIMA, Atsushi et al.Soils and foundations. 2010, Vol 50, Num 5, pp 565-571, issn 0038-0806, 7 p.Article

Influence of model footing diameter and embedded depth on particle size effect in centrifugal bearing capacity testsTOYOSAWA, Y; ITOH, K; KIKKAWA, N et al.Soils and foundations. 2013, Vol 53, Num 2, pp 349-356, issn 0038-0806, 8 p.Article

Effects of pipe roof supports and the excavation method on the displacements above a tunnel faceHISATAKE, M; OHNO, S.Tunnelling and underground space technology. 2008, Vol 23, Num 2, pp 120-127, issn 0886-7798, 8 p.Article

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