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Refinado por: data de publicação: 1996Até2001 remover
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1
Microscopic Particle Crushing of Sand Subjected to High Pressure One-Dimensional Compression
Microscopic Particle Crushing of Sand Subjected to High Pressure One-Dimensional Compression
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Microscopic Particle Crushing of Sand Subjected to High Pressure One-Dimensional Compression

Nakata, Yukio ; Hyodo, Masayuki ; Hyde, Adrian F.L. ; Kato, Yoshinori ; Murata, Hidekazu

SOILS AND FOUNDATIONS, 2001/02/15, Vol.41(1), pp.69-82 [Periódico revisado por pares]

Tokyo: Elsevier B.V

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2
Flow Deformation of Sands Subjected to Principal Stress Rotation
Flow Deformation of Sands Subjected to Principal Stress Rotation
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Flow Deformation of Sands Subjected to Principal Stress Rotation

Nakata, Yukio ; Hyodo, Masayuki ; Murata, Hidekazu ; Yasufuku, Noriyuki

SOILS AND FOUNDATIONS, 1998/06/15, Vol.38(2), pp.115-128 [Periódico revisado por pares]

Tokyo: Elsevier B.V

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3
One-Dimensional Compression Behaviour of Uniformly Graded Sand Related to Single Particle Crushing Strength
One-Dimensional Compression Behaviour of Uniformly Graded Sand Related to Single Particle Crushing Strength
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One-Dimensional Compression Behaviour of Uniformly Graded Sand Related to Single Particle Crushing Strength

Nakata, Yukio ; Kato, Yoshinori ; Hyodo, Masayuki ; Hyde, Adrian F.L. ; Murata, Hidekazu

SOILS AND FOUNDATIONS, 2001/04/15, Vol.41(2), pp.39-51 [Periódico revisado por pares]

Tokyo: Elsevier B.V

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4
GEOMATERIAL SINGLE PARTICLE CRUSHING CHARACTERISTICS
GEOMATERIAL SINGLE PARTICLE CRUSHING CHARACTERISTICS
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GEOMATERIAL SINGLE PARTICLE CRUSHING CHARACTERISTICS

KATO, Yoshinori ; NAKATA, Yukio ; HYODO, Masayuki ; MURATA, Hidekazu

Doboku Gakkai Ronbunshu, 2001-03, Vol.2001 (673), p.189-194

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5
WALL DISPLACEMENT AND TENSILE FORCE DISTRIBUTION ON GEOSYNTHETICS IN REINFORCED SOIL WALL
WALL DISPLACEMENT AND TENSILE FORCE DISTRIBUTION ON GEOSYNTHETICS IN REINFORCED SOIL WALL
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WALL DISPLACEMENT AND TENSILE FORCE DISTRIBUTION ON GEOSYNTHETICS IN REINFORCED SOIL WALL

NISHIMURA, Jun ; HYODO, Masayuki ; NAKATA, Yukio ; MURATA, Hidekazu ; KONAMI, Takeharu ; MATSUOKA, Toshio

Doboku Gakkai Ronbunshu, 2000-12, Vol.2000 (666), p.21-33

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6
STEADY STATE AND LIQUEFACTION STRENGTHS OF CRUSHABLE SOILS
STEADY STATE AND LIQUEFACTION STRENGTHS OF CRUSHABLE SOILS
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STEADY STATE AND LIQUEFACTION STRENGTHS OF CRUSHABLE SOILS

Hyodo, Masayuki ; Aramaki, Noritaka ; Okabayashi, Takumi ; Nakata, Yukio ; Murata, Hidekazu

Doboku Gakkai Ronbunshu, 1996-12, Vol.1996 (554), p.197-209

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7
EFFECT OF TENSILE STIFFNESS FOR REINFORCEMENT MATERIAL ON TENSILE STRESS PROPAGATION IN GEOSYNTHETIC-REINFORCED SOIL WALL
EFFECT OF TENSILE STIFFNESS FOR REINFORCEMENT MATERIAL ON TENSILE STRESS PROPAGATION IN GEOSYNTHETIC-REINFORCED SOIL WALL
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EFFECT OF TENSILE STIFFNESS FOR REINFORCEMENT MATERIAL ON TENSILE STRESS PROPAGATION IN GEOSYNTHETIC-REINFORCED SOIL WALL

NISHIMURA, Jun ; HYODO, Masayuki ; NAKATA, Yukio ; MURATA, Hidekazu ; KONAMI, Takeharu ; MATSUOKA, Hideaki

Doboku Gakkai Ronbunshu, 1999-03, Vol.1999 (617), p.151-161

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8
UNDRAINED CYCLIC SHEAR CHARACTERISTICS OF DECOMPOSED GRANITE SOIL IN ROKKO ISLAND
UNDRAINED CYCLIC SHEAR CHARACTERISTICS OF DECOMPOSED GRANITE SOIL IN ROKKO ISLAND
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UNDRAINED CYCLIC SHEAR CHARACTERISTICS OF DECOMPOSED GRANITE SOIL IN ROKKO ISLAND

Hyodo, Masayuki ; Aramaki, Noritaka ; Tokuhara, Yuuki ; Kikuchi, Shinji ; Nakata, Yukio ; Murata, Hidekazu

Doboku Gakkai Ronbunshu, 1997-12, Vol.1997 (582), p.87-98

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9
One-dimensional compression behaviour for sand through single particle crushing strength
One-dimensional compression behaviour for sand through single particle crushing strength
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One-dimensional compression behaviour for sand through single particle crushing strength

Nakata, Yukio ; Kato, Yoshinori ; Hyodo, Masayuki ; Murata, Hidekazu ; Hyde, Adrian F.L. Kishino, Y.

Powders and Grains 2001, 2001, p.627-631

A.A.Balkema Lisse/Abingdon/Exton (pa)/Tokyo

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