Zobrazeno 1 - 10
of 96
pro vyhledávání: '"Kazuhiro KANEDA"'
Publikováno v:
Soils and Foundations, Vol 63, Iss 3, Pp 101325- (2023)
Most of the contemporary ultimate bearing capacity (UBC) formulas assume a linear yield function in shear stress-normal stress space. However, experimental investigations have corroborated the non-linearity in the failure envelopes of sandy soils. Th
Externí odkaz:
https://doaj.org/article/65f1f134d9184ba1bd27a69591bb805e
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 87:1174-1180
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::939d3f19967aa16feb69884f7f400119
https://doi.org/10.3130/aijs.87.1174
https://doi.org/10.3130/aijs.87.1174
Autor:
Hirai Yoshio, Konishi Kazuo, Shoichi Tsukuni, Kazuhiro Kaneda, Takehisa Shiiba, Masayuki Imai
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering). 77:334-347
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c70ac2dd5db3ce6303d0eb78645ef410
https://doi.org/10.2208/jscejge.77.4_334
https://doi.org/10.2208/jscejge.77.4_334
Autor:
Yoshihiro Momota, Yasuo M. Tsutsumi, Akio Himejima, Naohiro Ohshita, Kazuhiro Kaneda, Teruyuki Yasutome, Yoshiko Matsuda, Koji Yamagata
Publikováno v:
Anesth Prog
Restless legs syndrome (RLS) is a neurological sensory disorder associated with sensory and motor symptoms that most commonly occur at night and during periods of rest. It is characterized by altered or abnormal sensations primarily in the legs and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cacf96085137533e9a4840531f034e85
https://doi.org/10.2344/anpr-67-02-10
https://doi.org/10.2344/anpr-67-02-10
Publikováno v:
International Journal of GEOMATE; Feb2023, Vol. 24 Issue 102, p1-9, 9p
Autor:
Junji Hamada, Kazuhiro Kaneda
Publikováno v:
Challenges and Innovations in Geomechanics ISBN: 9783030645175
In this study, dynamic centrifuge model tests in the 50 g field were conducted to investigate the soil-structure behavior in liquefiable sand during large earthquakes. A miniature model of deep mixing walls (DMWs) was made of soil-cement with an unco
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67c1e083df31c7c40606d3b47f49289a
https://doi.org/10.1007/978-3-030-64518-2_6
https://doi.org/10.1007/978-3-030-64518-2_6
Autor:
Kazuhiro Kaneda
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811521836
Piled raft foundation is used to reduce the settlement of soft clay by using the friction between the pile and soil. Recently, a numerical approach (FEM) was adopted in a study to clarify the mechanism of the bearing capacity of piled raft foundation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e612e89c35c3ec1ac05c9ad454e61687
https://doi.org/10.1007/978-981-15-2184-3_4
https://doi.org/10.1007/978-981-15-2184-3_4
Publikováno v:
International Journal of GEOMATE. 17
The relations of ultimate bearing capacity for foundations are specified in the guideline published by the Architectural Institute of Japan for design of building foundations. The rigid-plastic finite element method developed by Tamura and Ohtsuka ha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2fa42ba878b5392fbae8010689d8d973
https://doi.org/10.21660/2019.60.7249
https://doi.org/10.21660/2019.60.7249
Publikováno v:
International Journal of GEOMATE. 17
Ultimate bearing capacity formulae for foundations are specified in the guideline published by the Architectural Institute of Japan for the design of building foundations. The rigid plastic finite element method was developed by Tamura and Ohtsuka to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3d6d1896c0d1266e5ce07dfdd0497e8
https://doi.org/10.21660/2019.60.8259
https://doi.org/10.21660/2019.60.8259
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811323058
To investigate the resilience of structures against a large earthquake, 1G shaking table tests were performed. Three sections of caissons with different shapes were examined by incrementally increasing input acceleration. The original shape and that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d318550adb7f3372978a1ec2bbf90507
https://doi.org/10.1007/978-981-13-2306-5_19
https://doi.org/10.1007/978-981-13-2306-5_19