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Refinado por: idioma: Japonês remover data de publicação: Antes de1985 remover assunto: Soil Mechanics remover
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1
Foundation analysis and design
Foundation analysis and design
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Foundation analysis and design

Joseph E. Bowles

New York McGraw-Hill c1977

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod    (624.15 B681f2 )(Acessar)

2
Studies on the Zoysia type grassland, 3: The effect of soil compaction, soil amendment matter and fertilizer on germination, establishment and survival of Zoysia japonica
Studies on the Zoysia type grassland, 3: The effect of soil compaction, soil amendment matter and fertilizer on germination, establishment and survival of Zoysia japonica
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Studies on the Zoysia type grassland, 3: The effect of soil compaction, soil amendment matter and fertilizer on germination, establishment and survival of Zoysia japonica

Mitamura , T. ; Ogawa , Y. ; Kamata , E.

Journal of Japanese Society of Grassland Science, 1982, Vol.(1), pp.82-88 [Periódico revisado por pares]

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3
Theoretical study on the failure of a piece-wise homogeneous sand column caused by a vertically ascending seepage flow, 4: Inappropriateness of assuming two- and three-layered sand columns to by homogeneous.
Theoretical study on the failure of a piece-wise homogeneous sand column caused by a vertically ascending seepage flow, 4: Inappropriateness of assuming two- and three-layered sand columns to by homogeneous.
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Theoretical study on the failure of a piece-wise homogeneous sand column caused by a vertically ascending seepage flow, 4: Inappropriateness of assuming two- and three-layered sand columns to by homogeneous.

Tanaka T. ; Hasegawa T. ; Kobe Univ. (Japan). Faculty Of Agriculture ; Polska Akademia Nauk, Warszawa (Poland). Wydzial Nauk Rolniczych I Lesnych.

Transactions of the Japanese Society of Irrigation, Drainage and Reclamation Engineering, 1981, pp.72-78

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4
The elastic consolidation analysis using the finite element method and the characteristics of the two-dimensional consolidation
The elastic consolidation analysis using the finite element method and the characteristics of the two-dimensional consolidation
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The elastic consolidation analysis using the finite element method and the characteristics of the two-dimensional consolidation

Shio , K.

Transactions of the Japanese Society of Irrigation, Drainage and Reclamation Engineering, 1981, Issue no.95, Issue 95, pp.65-71

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5
Dynamic properties of soils subjected to initial shear stress, 2: Effects of initial shear stress on dynamic deformation characteristics of sand and its quantitative determination.
Dynamic properties of soils subjected to initial shear stress, 2: Effects of initial shear stress on dynamic deformation characteristics of sand and its quantitative determination.
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Dynamic properties of soils subjected to initial shear stress, 2: Effects of initial shear stress on dynamic deformation characteristics of sand and its quantitative determination.

Sawada T. ; Hasegawa T. ; Uchida K. ; Kyoto Univ. (Japan). Coll. Of Agriculture

Transactions of the Japanese Society of Irrigation, Drainage and Reclamation Engineering, 1981, pp.63-70

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6
Dynamic properties of soils subjected to initial shear stress, 3: Quantitative determination of dynamic deformation characteristics of earth fill dam materials.
Dynamic properties of soils subjected to initial shear stress, 3: Quantitative determination of dynamic deformation characteristics of earth fill dam materials.
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Dynamic properties of soils subjected to initial shear stress, 3: Quantitative determination of dynamic deformation characteristics of earth fill dam materials.

Uchida K. ; Hasegawa T. ; Kyoto Univ. (Japan). Coll. Of Agriculture ; Escola Superior De Agricultura Luiz De Queiroz, Piracicaba, Sp (Brazil).

Transactions of the Japanese Society of Irrigation, Drainage and Reclamation Engineering, 1981, pp.72-81

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7
Three and two dimensional consolidation analysis by finite element method [on soil].
Three and two dimensional consolidation analysis by finite element method [on soil].
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Three and two dimensional consolidation analysis by finite element method [on soil].

Shio K. ; Ibaraki Univ., Ami (Japan). Faculty Of Agriculture

Scientific Reports of the Faculty of Agriculture Ibaraki University, 1980, pp.53-78

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8
Studies of stress and deformation behavior in the triaxial compression specimen of soils based upon a mathematical elastic model.
Studies of stress and deformation behavior in the triaxial compression specimen of soils based upon a mathematical elastic model.
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Studies of stress and deformation behavior in the triaxial compression specimen of soils based upon a mathematical elastic model.

Inoue S. ; Mie Univ., Tsu (Japan). Faculty Of Agriculture ; Fao, Rome (Italy). Agricultural Operations Div.

Bulletin of the Faculty of Agriculture Mie University, 1983, pp.53-99

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9
Slope analysis of embankments by means of finite element method, 2: A study about the stability analysis of the embankment on the inclined subsurface
Slope analysis of embankments by means of finite element method, 2: A study about the stability analysis of the embankment on the inclined subsurface
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Slope analysis of embankments by means of finite element method, 2: A study about the stability analysis of the embankment on the inclined subsurface

Nagai , K. ; Nakaya , M.

Transactions of the Japanese Society of Irrigation, Drainage and Reclamation Engineering, 1981, Issue no.94, Issue 94, pp.55-60

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10
A new handy direct shear apparatus for the sabo field investigation and its application to surface failures
A new handy direct shear apparatus for the sabo field investigation and its application to surface failures
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A new handy direct shear apparatus for the sabo field investigation and its application to surface failures

Kaibori , M. ; Sassa , K.

Bulletin of the Kyoto University Forests, 1981, Issue no.53, Issue 53, pp.144-151

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