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Refinado por: Base de dados/Biblioteca: BACON - Mir@bel - GLOBAL_LIBRESACCES remover Base de dados/Biblioteca: IngentaConnect Journals remover Nome da Publicação: 土質工学会論文報告集 remover
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1
Finite element slope stability analysis by shear strength reduction technique
Finite element slope stability analysis by shear strength reduction technique
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Finite element slope stability analysis by shear strength reduction technique

MATSUI, T ; SAN, K. C

Soils and foundations, 1992-03, Vol.32 (1), p.59-70 [Periódico revisado por pares]

Tokyo: Japanese Geotechnical Society

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2
Effects of dilatancy and particle size observed in model tests on sand
Effects of dilatancy and particle size observed in model tests on sand
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Effects of dilatancy and particle size observed in model tests on sand

STONE, K. J. L ; WOOD, D. M

Soils and foundations, 1992-12, Vol.32 (4), p.43-57 [Periódico revisado por pares]

Tokyo: Japanese Geotechnical Society

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3
Evaluation of settlements in sand deposits following liquefaction during earthquakes
Evaluation of settlements in sand deposits following liquefaction during earthquakes
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Evaluation of settlements in sand deposits following liquefaction during earthquakes

ISHIHARA, K ; YOSHIMINE, M

Soils and foundations, 1992-03, Vol.32 (1), p.173-188 [Periódico revisado por pares]

Tokyo: Japanese Geotechnical Society

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4
Two dimensional study of hydraulic fracturing criteria in cohesive soils
Two dimensional study of hydraulic fracturing criteria in cohesive soils
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Two dimensional study of hydraulic fracturing criteria in cohesive soils

YANAGISAWA, E ; ALI KOMAK PANAH

Soils and foundations, 1994-03, Vol.34 (1), p.1-9 [Periódico revisado por pares]

Tokyo: Japanese Geotechnical Society

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5
A simple gauge for local small strain measurements in the laboratory
A simple gauge for local small strain measurements in the laboratory
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A simple gauge for local small strain measurements in the laboratory

GOTO, S ; TATSUOKA, F ; SHIBUYA, S ; KIM, Y.-S ; SATO, T

Soils and foundations, 1991-03, Vol.31 (1), p.169-180 [Periódico revisado por pares]

Tokyo: Japanese Geotechnical Society

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6
Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field
Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field
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Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field

IAI, S

Soils and foundations, 1989-03, Vol.29 (1), p.105-118 [Periódico revisado por pares]

Tokyo: Japanese Geotechnical Society

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7
Empirical correlation of soil liquefaction based on SPT N-value and fines content
Empirical correlation of soil liquefaction based on SPT N-value and fines content
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Artigo 		Adicionar ao Meu Espaço

Empirical correlation of soil liquefaction based on SPT N-value and fines content

TOKIMATSU, K ; YOSHIMI, Y

Soils and foundations, 1983-12, Vol.23 (4), p.56-74 [Periódico revisado por pares]

Tokyo: Japanese Geotechnical Society

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8
Some observations on the kinematic nature of soil stiffness
Some observations on the kinematic nature of soil stiffness
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Some observations on the kinematic nature of soil stiffness

JARDINE, R.J

Soils and foundations, 1992-06, Vol.32 (2), p.111-124 [Periódico revisado por pares]

Tokyo: Japanese Geotechnical Society

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9
Sand response to cyclic rotation of principal stress directions as induced by wave loads
Sand response to cyclic rotation of principal stress directions as induced by wave loads
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Sand response to cyclic rotation of principal stress directions as induced by wave loads

ISHIHARA, K ; TOWHATA, I

Soils and foundations, 1983, Vol.23 (4), p.11-26 [Periódico revisado por pares]

Tokyo: Japanese Geotechnical Society

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10
Effects of sample disturbance on strength and consolidation parameters of soft clay
Effects of sample disturbance on strength and consolidation parameters of soft clay
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Effects of sample disturbance on strength and consolidation parameters of soft clay

SHOGAKI, T ; KANEKO, M

Soils and foundations, 1994-09, Vol.34 (3), p.1-10 [Periódico revisado por pares]

Tokyo: Japanese Geotechnical Society

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