Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Keiji Kuwajima"'
Publikováno v:
Proceedings of International Structural Engineering and Construction. 5
Dredged soil caused by dredging work has brought the limits of the capacity of sediment disposal facilities in Japan. One way to solve this problem is considered to efficiently reduce the dredged soil and secure the capacity of the sediment disposal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67e0f41690f5a98008fb4087dc045867
https://doi.org/10.14455/isec.res.2018.69
https://doi.org/10.14455/isec.res.2018.69
Autor:
Atsushi Shimabukuro, Keiji Kuwajima
Publikováno v:
Proceedings of International Structural Engineering and Construction. 5
This study discovered that the combination of waste gypsum and fly ash was capable of being used as fine aggregate in concrete. However, results showed that the unit water amount of the concrete with waste gypsum had to be increased to assure the des
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31b0ed4d6f34e43ab0c5648dd917231b
https://doi.org/10.14455/isec.res.2018.128
https://doi.org/10.14455/isec.res.2018.128
Publikováno v:
Japanese Geotechnical Journal. 10:603-610
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d2eb170663ed45a8056958029ef8469
https://doi.org/10.3208/jgs.10.603
https://doi.org/10.3208/jgs.10.603
Publikováno v:
Geomechanics and Geotechnics of Particulate Media ISBN: 9781315106656
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fcf0867b728f92cef217bdf7e27cb597
https://doi.org/10.1201/9781315106656-59
https://doi.org/10.1201/9781315106656-59
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering). 69:259-271
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c8aba548f6c73320216b4e24f8e178a
https://doi.org/10.2208/jscejge.69.259
https://doi.org/10.2208/jscejge.69.259
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 135:901-913
The existence of large magnitude stresses at the tip of a bearing pile is a well known phenomenon leading to crushing of soil grains and thus affecting pile behavior. Classical foundation design calculations which assume that the soil fails in shear
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a41212d575131ceb7de27f68890a1e06
https://doi.org/10.1061/(asce)gt.1943-5606.0000057
https://doi.org/10.1061/(asce)gt.1943-5606.0000057