Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Hiroaki, Miyatake"'
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering). 78:96-115
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b939c5524127a13b7a89e1d2a486a03
https://doi.org/10.2208/jscejge.78.2_96
https://doi.org/10.2208/jscejge.78.2_96
Publikováno v:
Japanese Geotechnical Journal. 15:339-354
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b0d508bacaaf191d9152b691885524c7
https://doi.org/10.3208/jgs.15.339
https://doi.org/10.3208/jgs.15.339
Publikováno v:
Journal of the Society of Materials Science, Japan. 69:29-34
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d9fbe4667b0a3723f4d9cf1e0cddbf2
https://doi.org/10.2472/jsms.69.29
https://doi.org/10.2472/jsms.69.29
Publikováno v:
Journal of the Society of Materials Science, Japan. 69:41-46
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9af55096deb4ca7175a5a302de8edd48
https://doi.org/10.2472/jsms.69.41
https://doi.org/10.2472/jsms.69.41
Publikováno v:
Transactions of Japan Society of Kansei Engineering. 19:73-79
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2bb811d5a4d16ca36d27270a21d2ae7a
https://doi.org/10.5057/jjske.tjske-d-19-00024
https://doi.org/10.5057/jjske.tjske-d-19-00024
Autor:
Hiroaki Miyatake, Masuo Kondoh
Publikováno v:
Journal of the Society of Materials Science, Japan. 67:18-23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89b383a9672636ff53ec83f14610c451
https://doi.org/10.2472/jsms.67.18
https://doi.org/10.2472/jsms.67.18
Publikováno v:
E3S Web of Conferences, Vol 92, p 17003 (2019)
Based on a past centrifugal model test and complementary discrete element method (DEM) simulation, this paper provides insights into bearing resistance of diameter-expanded anchorage with its anchor body expanded. In the centrifugal model test, an an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::70142b5e091463e735b00cac6ab859be
https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_17003.pdf
https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_17003.pdf
Publikováno v:
E3S Web of Conferences, Vol 92, p 16007 (2019)
In this study, an inclined model experiment and finite element analyses were conducted to evaluate the failure mode and seismic response of a dry-type large-scale concrete-block retaining wall (LCBW). In the experiment, the objective was to reproduce
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f2ff70126d47817bcd24bd912ed88dec
https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_16007.pdf
https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_16007.pdf
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 169:25-34
Two nominal identical 4 m high steel strip reinforced soil walls varying only with respect to reinforcement layer length arrangement were constructed and instrumented in an indoor laboratory environment. A novel feature of the tests was a foundation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3e17ad0d3d7ad6a5061ad352419e5a0
https://doi.org/10.1680/jgeen.15.00050
https://doi.org/10.1680/jgeen.15.00050
Publikováno v:
Geosynthetics International. 22:311-326
ABSTRACT: This paper reports the results of three 4 m high full-scale instrumented geogrid-reinforced soil walls constructed with different structural facings having a range of stiffness. The walls were seated on a 2 m deep foundation layer that was
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::465f86d199beb0883199a67cc8cda1fd
https://doi.org/10.1680/gein.15.00014
https://doi.org/10.1680/gein.15.00014