Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Akihiko Hirooka"'
Publikováno v:
Advances in Civil Engineering, Vol 2024 (2024)
Open-type Sabo dam captures the advantage of solids mitigating the potential energy of fluids, but the disadvantage is that a small amount of debris flow passes through the dam, the reason for this comes from the grid size of the dam, the inclination
Externí odkaz:
https://doaj.org/article/fe2341cafc5c4768bf2ebc5e5ff29be1
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811600760
The strength and deformation characteristics of sandy soil with fines have not been sufficiently clarified, when the fine content ratio is high, but the plastic index is low, or the plastic index is high, but the void ratio is also high. The “ALID
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::685742fe455138cf1d82c9fc1f2af0a2
https://doi.org/10.1007/978-981-16-0077-7_36
https://doi.org/10.1007/978-981-16-0077-7_36
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 75:I_93-I_100
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d1a7789630ff018bd053b786f16574df
https://doi.org/10.2208/jscejseee.75.i_93
https://doi.org/10.2208/jscejseee.75.i_93
Publikováno v:
SOILS AND FOUNDATIONS. 51(4):575-589
Torrential rainfall in mid-July 2009 triggered numerous geodisasters such as slope failure and debris flow in Chugoku and Northern Kyushu areas of Japan. A number of slope failures and debris flows occurred in Yamaguchi and Fukuoka prefectures result
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8fc346864285a7d95793d81645fec480
https://nagasaki-u.repo.nii.ac.jp/records/8251
https://nagasaki-u.repo.nii.ac.jp/records/8251
Autor:
Akihiko Hirooka, Koji Fujima, Gaku Shoji, Yoshinori Shigihara, Shinichi Nii, Masakatsu Miyajima, Yusuke Ono, Kenji Kosa
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering). 65:311-315
The survey result reported that Kr. Ritting Bridge suffered no damages although the tsunami was very high, while Lueng Ie Bridge slid approximately 3m although the tsunami was small. We conducted several field investigations around Northwest coast of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::579328a7329ffea6fa1e5b2ec0550592
https://doi.org/10.2208/kaigan.65.311
https://doi.org/10.2208/kaigan.65.311
Autor:
Kiyonobu Kasama, Noriyuki Yasufuku, Kiyoshi Uno, Guangqi Chen, Yoshito Maeda, Akihiko Hirooka, Taizo Kobayashi, Kouki Zen, Kenji Hashimura, Hideo Nagase
Publikováno v:
Soils and Foundations. 46(6):805-816
On March 20, 2005, an earthquake of magnitude 7.0, which was named as the 2005 Fukuoka-ken Seiho-oki Earthquake, occurred in the northwest part of Fukuoka City. During the earthquake, liquefaction occurred mainly in the reclaimed lands of the Hakata
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b494341524c33f608818232e1349da38
http://hdl.handle.net/2324/21851
http://hdl.handle.net/2324/21851
Autor:
Hideo Nagase, Hiroshi Uchida, Yuji Onoyama, Akihiko Hirooka, Guangqi Chen, Taizo Kobayashi, Hiromu Wada, Kouki Zen, Kiyonobu Kasama, Noriyuki Yasufuku
Publikováno v:
Soils and Foundations. 46(6):793-804
The 2005 Fukuoka-ken Seiho-oki earthquake caused heavy damage to residential areas at the Genkai-jima Island. A field survey was carried out to investigate the damage of retaining walls in the residential areas. From the survey of 218 retaining walls
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3588ec615afd1dac50cfc526c094f552
http://hdl.handle.net/2324/21835
http://hdl.handle.net/2324/21835
Publikováno v:
Journal of applied mechanics. 3:657-666
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::11278558f4027e38d1c3e45d8be498b4
https://doi.org/10.2208/journalam.3.657
https://doi.org/10.2208/journalam.3.657
Publikováno v:
Journal of applied mechanics. 3:405-414
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7dd0e5f811a074a25b08efc9078db7ab
https://doi.org/10.2208/journalam.3.405
https://doi.org/10.2208/journalam.3.405
Publikováno v:
Doboku Gakkai Ronbunshu. 1994:69-78
本論文では, 室内模型土槽を用いて作成した種石々の粘性土地盤について, コーン貫入試験を実施することにより, 塑性指数やひずみ速度依存性等がコーン貫入抵抗に及ぼす影響について
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cd783beccaa181e480653e6afbcde41b
https://doi.org/10.2208/jscej.1994.493_69
https://doi.org/10.2208/jscej.1994.493_69