Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Osamu Hatakeyama"'
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. :1-11
This paper discusses the strength characteristics of cement-treated soil cured at extremely low temperatures ranging from 5°C to −20°C. To examine how extremely low curing temperatures affect the s...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73ae03a3ef37be55d75c8411168b1c9e
https://doi.org/10.1680/jgrim.20.00017
https://doi.org/10.1680/jgrim.20.00017
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 174:173-184
This paper discusses secondary consolidation of peat ground improved by vacuum consolidation method, and quantitatively presents the degree of reduction of the secondary consolidation. When an embankment is constructed for roads, river dykes or other
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a28ed82a2728ecd2e8ac81c5edb8f89
https://doi.org/10.1680/jgrim.19.00022
https://doi.org/10.1680/jgrim.19.00022
Autor:
Atsuko Sato, Osamu Hatakeyama
Publikováno v:
Journal of the Japanese Society of Revegetation Technology. 46:75-78
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba5e4b9c1966c6f7f6459cc4afdc3232
https://doi.org/10.7211/jjsrt.46.75
https://doi.org/10.7211/jjsrt.46.75
Autor:
Osamu Hatakeyama, Hirochika Hayashi
Publikováno v:
Geotechnical and Geological Engineering. 39:517-531
This paper discusses the hydraulic conductivity (k) of peat and organic clay as measured by laboratory and in-situ tests. The k of various peat soils and organic clay soils in Hokkaido, Japan, was investigated by the following tests: in-situ hydrauli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c58c3ef7a65d419bc3fd18289d1fae80
https://doi.org/10.1007/s10706-020-01510-3
https://doi.org/10.1007/s10706-020-01510-3
Publikováno v:
Geotechnical and Geological Engineering. 38:6421-6430
This paper describes how overconsolidation affects the shear modulus at small strain (G0) for peat, as well as the strain dependence of the shear modulus (G) and the damping ratio (h) of overconsolidated peat. Hayashi et al. (Soils Found 52(2):299–
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f96d4e1713b42db8da8b341bfc88b355
https://doi.org/10.1007/s10706-020-01445-9
https://doi.org/10.1007/s10706-020-01445-9
Publikováno v:
Japanese Geotechnical Society Special Publication. 8:149-154
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::edb056176c595efca6834f0ad0ae40c4
https://doi.org/10.3208/jgssp.v08.j08
https://doi.org/10.3208/jgssp.v08.j08
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:
Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering). 76:191-203
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ed60c56c14c2f8e8edd8c6102986968f
https://doi.org/10.2208/jscejge.76.2_191
https://doi.org/10.2208/jscejge.76.2_191
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030772291
In cold regions, the road surface sometimes deforms from frost heaving of the subgrade. For this reason, road construction in the cold regions of Japan is done by using non-frost heaving materials for the layers within the frost penetration depth of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e65bd3245c589433ed423460b16e905
https://doi.org/10.1007/978-3-030-77230-7_34
https://doi.org/10.1007/978-3-030-77230-7_34
Autor:
Atsuko Sato, Osamu Hatakeyama
Publikováno v:
International Journal of GEOMATE. 20
When the soil generated during road or river excavation work is too soft to be used as a material, it can be improved by the use of solidifiers such as cement and lime. However, if an embankment has excessive strength as a result of solidification, t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c78a350ee441543389452955bfb4ae37
https://doi.org/10.21660/2021.79.gx134
https://doi.org/10.21660/2021.79.gx134