Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Nishida, Yoshichika"'
Autor:
Nishida, Yoshichika, Sato, Toyoshi
Publikováno v:
日本海域研究所報告 = Bulletin of the Japan Sea Research Institute, Kanazawa University. 11:73-80
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::965cd2d7dd97c592eece8e51fe27e0f5
http://hdl.handle.net/2297/37474
http://hdl.handle.net/2297/37474
Publikováno v:
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University. 8(1):37-48
The analysis developed by the authors on a single pile is extended to the case of the group piles in the clay ground. The lateral resistance of piles in elastic limit, the group efficiency, the load distribution on each pile and the deformation of pi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::3602e47e2912c0e8e976231fbd2c62d2
http://hdl.handle.net/2297/25228
http://hdl.handle.net/2297/25228
Publikováno v:
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University. 8(2):15-25
According to the field observations the bearing capacity of a deep foundation in sands is not proportional to depth and is smaller than the one expected by the current plastic theory. Then the authors carried out a model loading test of a pile in san
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::c6afe6477dd41a655c0f059d0c295c81
http://hdl.handle.net/2297/25523
http://hdl.handle.net/2297/25523
Publikováno v:
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University. 11(2):57-66
The mechanical properties of clays depend on various factors, one of which is temperature. It is probable that clay-water system is influenced by temperature, so that mechanical properties of clays will be changed. This paper presents an experiment
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::ee4d43cf96c477d901b77548fc52d213
http://hdl.handle.net/2297/25540
http://hdl.handle.net/2297/25540
Publikováno v:
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University. 8(1):25-35
This paper presents how to predict the lateral resistance of a single pile subjected to the horizontal force, without application of K-value (Modulus of subgrade reaction) in the current existing theories. The conditions of stresses, deformations and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::045ec13e7e483e3f87075afc928e12c6
http://hdl.handle.net/2297/25229
http://hdl.handle.net/2297/25229
Publikováno v:
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University. 7(2):45-54
This paper presents an experimental study on the coefficient of permeability of clays in order to compare the one (k) measured by the consolidation test with the one (k₀) measured by the constant head test. The coefficient of permeability of plasti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::97dbc25931aaa5b8303682fc04e80d18
http://hdl.handle.net/2297/25508
http://hdl.handle.net/2297/25508
Publikováno v:
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University. 7(2):55-64
According to theoretical consideration by applying the Smolochowski's equation and the Boltzman and the Einstein equation to coagulation phenomenon of clay particles covered with the absorbed water the following relationship may be used for the thixo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::09804496382e1bcc5417c103929a5bf6
http://hdl.handle.net/2297/25509
http://hdl.handle.net/2297/25509
Publikováno v:
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University. 7(1):33-43
This paper presents an experimental study on the group effect for model piles in sand subjected to the lateral load. Piles are arranged in ·a line parallel to or perpendicular to the direction of the load. The lateral load and the lateral displaceme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::16b92e43f1591ca779f29e451f79d8f8
http://hdl.handle.net/2297/25445
http://hdl.handle.net/2297/25445
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Akademický článek
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