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Time-dependent shear deformation characteristics of geomaterials and their simulation
F Tatsuoka, M Ishihara, BH DI, R Kuwano - Soils and foundations, 2002 - jstage.jst.go.jp
抄録 The viscous aspects of the stress-strain behaviour of saturated and air-dried clean
sands in drained plane strain com-pression (PSC) and saturated clean sand and soft clays …
sands in drained plane strain com-pression (PSC) and saturated clean sand and soft clays …
Time-dependent shear deformation characteristics of sand and their constitutive modelling
BH DI, F Tatsuoka, M Ishihara - Soils and foundations, 2002 - jstage.jst.go.jp
抄録 Time-dependent (viscous) characteristics of the shear stress and shear strain
behaviour of water-saturated or airdried specimens of clean sands (Hostun and Toyoura …
behaviour of water-saturated or airdried specimens of clean sands (Hostun and Toyoura …
Resilient behaviour of non standard unbound granular materials
B Caicedo, O Coronado, JM Fleureau… - Road Materials and …, 2009 - Taylor & Francis
The results of experimental work on three non-standard granular materials used in road
construction are presented. Small strain precision triaxial tests under cyclic loading and …
construction are presented. Small strain precision triaxial tests under cyclic loading and …
Small-and large-strain behaviour of a cement-treated soil during various loading histories and testing conditions
A Taheri, F Tatsuoka - Acta Geotechnica, 2015 - Springer
The effects of loading histories on small-strain and large-strain stiffness of a compacted
cement-mixed well-graded gravelly soil were evaluated by consolidated drained triaxial …
cement-mixed well-graded gravelly soil were evaluated by consolidated drained triaxial …
Plane strain compression behaviour of geogrid-reinforced sand and its numerical analysis
F PENG, N Kotake, F Tatsuoka, D Hirakawa… - Soils and …, 2000 - jstage.jst.go.jp
抄録 Plane strain compression tests were performed on large specimens that were either
unreinforced or reinforced with 6 or 11 layers of geogrid, both 57.0 cm in height and 24.4 …
unreinforced or reinforced with 6 or 11 layers of geogrid, both 57.0 cm in height and 24.4 …
Strength and deformation characteristics of recycled concrete aggregate as a backfill material
U Aqil, F Tatsuoka, T Uchimura, T Lohani, Y Tomita… - Soils and …, 2005 - Elsevier
ABSTRACT A series of consolidated drained triaxial compression tests were performed on
recycled concrete aggregates to investigate the feasibility of their use as a backfill material …
recycled concrete aggregates to investigate the feasibility of their use as a backfill material …
Measurement of quasi-elastic stiffness parameters of dense Toyoura sand in hollow cylinder apparatus and triaxial apparatus with bender elements
SK Chaudhary, J Kuwano… - Geotechnical …, 2004 - asmedigitalcollection.asme.org
Quasi-elastic stiffness parameters of dense Toyoura sand were measured at various stress
states during similar consolidation and p′-constant shear tests in a hollow cylinder …
states during similar consolidation and p′-constant shear tests in a hollow cylinder …
Inelastic deformation characteristics of geomaterial
F Tatsuoka - Soil Stress-Strain Behavior: Measurement, Modeling …, 2007 - Springer
The inelastic strain characteristics of geomaterial are analysed in the framework of a
nonlinear three-component model while based on a number of laboratory stress-strain test …
nonlinear three-component model while based on a number of laboratory stress-strain test …
Several factors affecting the strength and deformation characteristics of cement-mixed gravel
L Kongsukprasert, F Tatsuoka, M Tateyama - Soils and Foundations, 2005 - jstage.jst.go.jp
Related to the construction of a new type bridge abutment having the backfill of cement-mixed
gravel, effects of mouldi Page 1 SOILS AND FOUNDATIONS Vol. 45, No. 3, 107-124, June …
gravel, effects of mouldi Page 1 SOILS AND FOUNDATIONS Vol. 45, No. 3, 107-124, June …
Cyclic stress–strain response of compacted gravel
G Modoni, J Koseki, LQ Anh Dan - Geotechnique, 2011 - icevirtuallibrary.com
The positive effect of artificial densification on the stress–strain performance of granular
materials is acknowledged from very ancient times but its importance greatly increased after …
materials is acknowledged from very ancient times but its importance greatly increased after …