Estimation of fracture flow considering the inhomogeneous structure of single rock fracturesKISHIDA, Kiyoshi; SAWADA, Atsushi; YASUHARA, Hideaki et al.Soils and foundations. 2013, Vol 53, Num 1, pp 105-116, issn 0038-0806, 12 p.Article

A three-dimensional soil-water coupled FE analysis of hollow cylinder test concerning non-uniform deformationBINBIN XU; NAKAI, Kentaro; NODA, Toshihiro et al.Soils and foundations. 2013, Vol 53, Num 6, pp 923-936, issn 0038-0806, 14 p.Article

Coupled analysis of bifurcation and shear band in saturated soilsGUO, P; STOLLE, D. F. E.Soils and foundations. 2013, Vol 53, Num 4, pp 525-539, issn 0038-0806, 15 p.Article

Design method for stabilization of earth slopes with micropilesSUN, Shu-Wei; ZHU, Ben-Zhen; WANG, Jia-Chen et al.Soils and foundations. 2013, Vol 53, Num 4, pp 487-497, issn 0038-0806, 11 p.Article

Expanded reliability-based design of piles in spatially variable soil using efficient Monte Carlo simulationsYU WANG; ZIJUN CAO.Soils and foundations. 2013, Vol 53, Num 6, pp 820-834, issn 0038-0806, 15 p.Article

Interpretation of density profile of seabed sediment from nuclear density cone penetration test resultsRUI JIA; HINO, Takenori; JINCHUN CHAI et al.Soils and foundations. 2013, Vol 53, Num 5, pp 671-679, issn 0038-0806, 9 p.Article

Laboratory measurements of small strain properties of dry sands by bender elementXIAOQIANG GU; JUN YANG; MAOSONG HUANG et al.Soils and foundations. 2013, Vol 53, Num 5, pp 735-745, issn 0038-0806, 11 p.Article

Non-axisymmetric Biot consolidation analysis of multi-layered saturated poroelastic materials with anisotropic permeabilityZHI YONG AI; NAI RUI CANG.Soils and foundations. 2013, Vol 53, Num 3, pp 408-416, issn 0038-0806, 9 p.Article

Normalized shear modulus reduction and damping ratio curves of quartz sand and rhyolitic crushed rockSENETAKIS, Kostas; ANASTASIADIS, Anastasios; PITILAKIS, Kyriazis et al.Soils and foundations. 2013, Vol 53, Num 6, pp 879-893, issn 0038-0806, 15 p.Article

Pipe pile setup: Database and prediction model using artificial neural networkTARAWNEH, Bashar.Soils and foundations. 2013, Vol 53, Num 4, pp 607-615, issn 0038-0806, 9 p.Article

Rainfall-induced failures of volcanic slopes subjected to freezing and thawingKAWAMURA, Shima; MIURA, Seiichi.Soils and foundations. 2013, Vol 53, Num 3, pp 443-461, issn 0038-0806, 19 p.Article

Strength development in silty clay stabilized with calcium carbide residue and fly ashHORPIBULSUK, Suksun; PHETCHUAY, Chayakrit; CHINKULKIJNIWAT, Avirut et al.Soils and foundations. 2013, Vol 53, Num 4, pp 477-486, issn 0038-0806, 10 p.Article

The inter-particle coefficient of friction at the contacts of Leighton Buzzard sand quartz mineralsSENETAKIS, Kostas; COOP, Matthew R; TODISCO, M. Cristina et al.Soils and foundations. 2013, Vol 53, Num 5, pp 746-755, issn 0038-0806, 10 p.Article

Vertical bearing capacity of tapered piles in sands using cavity expansion theoryMANANDHAR, Suman; YASUFUKU, Noriyuki.Soils and foundations. 2013, Vol 53, Num 6, pp 853-867, issn 0038-0806, 15 p.Article

Dissipated energies and friction coefficients in granular flow by flume testsKOKUSHO, Takaji; HIRAGA, Yuki.Soils and foundations. 2012, Vol 52, Num 2, pp 356-367, issn 0038-0806, 12 p.Article

Evaluation of shear strength and mechanical properties of granulated coal ash based on single particle strengthYOSHIMOTO, Norimasa; HYODO, Masayuki; NAKATA, Yukio et al.Soils and foundations. 2012, Vol 52, Num 2, pp 321-334, issn 0038-0806, 14 p.Article

Field axial cyclic loading experiments on piles driven in sandJARDINE, R. J; STANDING, J. R.Soils and foundations. 2012, Vol 52, Num 4, pp 723-736, issn 0038-0806, 14 p.Article

Measured and predicted loads in steel strip reinforced c ― φ soil walls in JapanMIYATAA, Yoshihisa; BATHURST, Richard J.Soils and foundations. 2012, Vol 52, Num 1, pp 1-17, issn 0038-0806, 17 p.Article

Spatial-temporal prediction of secondary compression using random field theoryRUNGBANAPHAN, Pongwit; HONJO, Yusuke; YOSHIDA, Ikumasa et al.Soils and foundations. 2012, Vol 52, Num 1, pp 99-113, issn 0038-0806, 15 p.Article

Stability of existing bridges improved by structural integration and nailingTATSUOKA, Fumio; MUNOZ, Henry; KURODA, Tetsuya et al.Soils and foundations. 2012, Vol 52, Num 3, pp 430-448, issn 0038-0806, 19 p.Article

THE EFFECT OF AIR FOAM INCLUSION ON THE PERMEABILITY AND ABSORPTION PROPERTIES OF LIGHT WEIGHT SOILKIKUCHI, Yoshiaki; NAGATOME, Takeshi; MIZUTANI, Taka-Aki et al.Soils and foundations. 2011, Vol 51, Num 1, pp 151-165, issn 0038-0806, 15 p.Article

A SIMPLE AND UNIFIED THREE-DIMENSIONAL MODEL TO DESCRIBE VARIOUS CHARACTERISTICS OF SOILSNAKAI, Teruo; SHAHIN, Hossain MD; KIKUMOTO, Mamoru et al.Soils and foundations. 2011, Vol 51, Num 6, pp 1149-1168, issn 0038-0806, 20 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

LABORATORY AND FIELD EVALUATIONS OF RECYCLED GYPSUM AS A STABILIZER AGENT IN EMBANKMENT CONSTRUCTIONAHMED, Aly; UGAI, Keizo; KAMEII, Takeshi et al.Soils and foundations. 2011, Vol 51, Num 6, pp 975-990, issn 0038-0806, 16 p.Article

WATER CUT-OFF PERFORMANCE OF H-JOINTED STEEL PIPE SHEET PILES WITH H-H JOINTS ATTACHING WATER-SWELLING MATERIALSINAZUMI, Shinya; KIMURA, Makoto; KAKUDA, Toshimitsu et al.Soils and foundations. 2011, Vol 51, Num 6, pp 1019-1035, issn 0038-0806, 17 p.Article