Zobrazeno 1 - 10
of 291
pro vyhledávání: '"511.3"'
Publikováno v:
国士舘大学理工学部紀要 = TRANSACTIONS OF THE KOKUSHIKAN UNIVERSITY SCHOOL OF SCIENCE AND ENGINEERING. 16:39-50
In Ibaraki Prefecture, 36 municipalities suffered ground liquefaction damage due to the 2011 Great East Japan Earthquake. Many houses sank and leaned in this earthquake. Lifeline facilities such as roads, water supply and sewerage, gas and electricit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::00deaa5b126ea314f28a8b210ce2c11c
http://id.nii.ac.jp/1410/00015825/
http://id.nii.ac.jp/1410/00015825/
Publikováno v:
国士舘大学理工学部紀要 = TRANSACTIONS OF THE KOKUSHIKAN UNIVERSITY SCHOOL OF SCIENCE AND ENGINEERING. 15:83-93
In Ibaraki Prefecture, The 2011 off the Pacific coast of Tohoku Earthquake caused liquefaction, and many houses were severely damaged due to land subsidence and slopes. In response to this situation, the government has started the “Urban Liquefacti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::2b5930e0353204bd2e3e9363b48da0e4
http://id.nii.ac.jp/1410/00015571/
http://id.nii.ac.jp/1410/00015571/
Publikováno v:
国士舘大学理工学部紀要 = TRANSACTIONS OF THE KOKUSHIKAN UNIVERSITY SCHOOL OF SCIENCE AND ENGINEERING. 15:95-105
The Shibawara housing complex in Kosa-cho suffered enormous liquefaction damage such as subsidence and slope of residential land by the 2016 Kumamoto earthquake. Therefore, as a measure against liquefaction, the groundwater level lowering method was
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::b5a482c5fe6d69a1abdf0aac0015ae33
http://id.nii.ac.jp/1410/00015572/
http://id.nii.ac.jp/1410/00015572/
Autor:
M.S. Tokmachev
Publikováno v:
Bulletin of the South Ural State University series "Mathematics. Mechanics. Physics". 11:24-33
M.S. Tokmachev Yaroslav-the-Wise Novgorod State University, Veliky Novgorod, Russian Federation E-mail: mtokm@yandex.ru М.С. Токмачев Новгородский государственный университетим. Ярослава Му
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d1b9e50212daf92018eff66fafbd6a67
https://doi.org/10.14529/mmph190104
https://doi.org/10.14529/mmph190104
Autor:
Polujan, Alexandr
In der vorliegenden Arbeit untersuchen wir verschiedene Klassen kryptografisch bedeutsamer Funktionen wie beispielsweise bent, plateaued und differentially uni-form Funktionen sowie aus diesen Funktionen konstruierte Inzidenzstrukturen. Zunächst unt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::583e47e2817a1d1f3380159680fbb12f
Publikováno v:
鹿児島大学工学部研究報告. 58:7-13
The determination procedure of coefficient of friction μ for unsaturated sandy soil by a series of box shear tests is proposed in this paper. At first, it is assumed that slip surface is Spatially Mobilized Plane (SMP). And coefficient of friction
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::09e06eeac5fe386e1c3413e77bf43553
http://hdl.handle.net/10232/00029675
http://hdl.handle.net/10232/00029675
Publikováno v:
骨材資源 = Journal of Japan Institute of Aggregate Technology. 48(191):146-152
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::c6487c909d6f3b2092acc4c505c0a612
http://hdl.handle.net/10258/00009200
http://hdl.handle.net/10258/00009200
The determination procedure of coefficient of friction μ for unsaturated sandy soil by a series of box shear tests is proposed in this paper. At first, it is assumed that slip surface is Spatially Mobilized Plane (SMP). And coefficient of friction
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______964::4a3c9ddbe04a55ec58c192cc57bc7e66
https://hdl.handle.net/10232/00029675
https://hdl.handle.net/10232/00029675
The determination procedure of compression index for unsaturated sandy soil is proposed in this paper. At first, a series of box shear test datum with different normal stress are obtained. Secondly, this method is carried out by fitting some equation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::912faa6cc7739e3e61180a6643579cc5
https://ir.kagoshima-u.ac.jp/?action=repository_action_common_download&item_id=13739&item_no=1&attribute_id=16&file_no=1
https://ir.kagoshima-u.ac.jp/?action=repository_action_common_download&item_id=13739&item_no=1&attribute_id=16&file_no=1
Publikováno v:
広島工業大学研究紀要. 29:91-102
Decomposed granite soils are the residual soils which derive mainly from granitic rocks and which have remained in situ. They are called “Masa-do" in Japanese and are widely distributed in south-western part of Japan. The area which is covered by t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::914257eeb83011fa0518192e41682fa3
http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/5566
http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/5566