Zobrazeno 1 - 10
of 219
pro vyhledávání: '"Shun–ichi Kobayashi"'
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. D3 (Infrastructure Planning and Management). 77:245-259
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3a5cfbb5f31dbcc2bc2c5fc7a908978
https://doi.org/10.2208/jscejipm.77.3_245
https://doi.org/10.2208/jscejipm.77.3_245
Autor:
Tsuneo Kato, Wei Qin Wang, Tomomi Hagiwara, Tomohide Natsuaki, Meimi Yamamoto, Mari Yumoto, Hisashi Nishigawa, Shun-ichi Kobayashi, Aika Tomiyama, Satoru Mine, Yukiko Tamura, Mai Tanokami, Yoshiko Nakazawa
Publikováno v:
Breeding Science. 71:484-490
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b4756474d516d8678bb8a897c7632ccb
https://doi.org/10.1270/jsbbs.21017
https://doi.org/10.1270/jsbbs.21017
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. D3 (Infrastructure Planning and Management). 77:I_107-I_115
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::da37f1f2b7d4b5aafd05d20f5164b6f4
https://doi.org/10.2208/jscejipm.77.5_i_107
https://doi.org/10.2208/jscejipm.77.5_i_107
Publikováno v:
Asian Transport Studies. 8:100074
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::426b690757d026566408d8e6daae5ac0
https://doi.org/10.1016/j.eastsj.2022.100074
https://doi.org/10.1016/j.eastsj.2022.100074
Publikováno v:
Soils and Foundations. 58:853-865
Friction fatigue is an important factor to consider for pile drivability during the installation of piles. Only a few studies have focused on the friction fatigue of vibratory driven piles. However, the friction fatigue of jack-in piles has been inve
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::acaabe4a51640061ac8d389375d227a2
https://doi.org/10.1016/j.sandf.2018.03.010
https://doi.org/10.1016/j.sandf.2018.03.010
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811521836
In a series of laboratory experiments, pile penetration resistance and the bearing capacity of a model pile installed by three methods (push-in, surging, and vibratory pile driving) in both dry and saturated sand ground were compared. It was observed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::359e139fa1630d7c185f96f9cc28e5e9
https://doi.org/10.1007/978-981-15-2184-3_10
https://doi.org/10.1007/978-981-15-2184-3_10
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. D3 (Infrastructure Planning and Management). 76:I_889-I_897
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5219d109735657288bbefa72899f8648
https://doi.org/10.2208/jscejipm.76.5_i_889
https://doi.org/10.2208/jscejipm.76.5_i_889
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)). 77:I_183-I_192
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee2f1b366e2d74624cb906047831392d
https://doi.org/10.2208/jscejam.77.2_i_183
https://doi.org/10.2208/jscejam.77.2_i_183
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)). 77:I_193-I_204
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4853d4e6cb48c04f0dcdea1c864eb3ff
https://doi.org/10.2208/jscejam.77.2_i_193
https://doi.org/10.2208/jscejam.77.2_i_193