Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Masaaki Kiyama"'
Publikováno v:
Journal of the Society of Materials Science, Japan. 61:2-6
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d5d2c17792494c43926b1b10fa2815df
https://doi.org/10.2472/jsms.61.2
https://doi.org/10.2472/jsms.61.2
Publikováno v:
Journal of the Society of Materials Science, Japan. 53:37-40
In Osaka City the vertical drain method has been used to promote consolidation and settlement of clay soils (alluvial clay and dredged clay layers), and two new techniques have been developed, based on the principle of reducing neutral stress, with t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9ae1e10c58b06aea88ff5cd79d3b76b3
https://doi.org/10.2472/jsms.53.37
https://doi.org/10.2472/jsms.53.37
Publikováno v:
Journal of the Society of Materials Science, Japan. 51:25-29
The well resistance and consolidation delay by smear zone are reviewed and a new theory is proposed. Based upon the proposed theory, a required discharge capacity is defined as neglecting well resistance. Almost of PBDs recently supplied in Japan are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81e9b9dd7496f45a0f064dbb22c5c45d
https://doi.org/10.2472/jsms.51.25
https://doi.org/10.2472/jsms.51.25
Publikováno v:
Soils and Foundations. 38:205-212
The first author derived a generalized one-dimensional consolidation theory in 1961 involving strain that takes into account the changes in mv, k, consolidation pressure and the depth of the clay layer (finite strain), during the consolidation proces
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::146c28cb40fd3f8c8b6f55f40e74e8a8
https://doi.org/10.3208/sandf.38.4_205
https://doi.org/10.3208/sandf.38.4_205
Publikováno v:
Soft Ground Technology.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::087f0195077fdfb7a94015f887f3278c
https://doi.org/10.1061/40552(301)19
https://doi.org/10.1061/40552(301)19
Publikováno v:
Soils and Foundations. 29:181-189
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cbdd33af28da5ec894455fbea6c2df9f
https://doi.org/10.3208/sandf1972.29.2_181
https://doi.org/10.3208/sandf1972.29.2_181