Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Masato Mikasa"'
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
Autor:
Naotoshi Takada, Masato Mikasa
Consolidation parameters such as volume compressibility, m v , and permeability, k, of very soft slurry clay are difficult to obtain from a conventional oedometer test. A selfweight consolidation test in a centrifuge is available as an alternative te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::397649d679284ccb9bb02adae92c3f4f
https://doi.org/10.1520/stp34634s
https://doi.org/10.1520/stp34634s
Autor:
Naotoshi Takada, Masato Mikasa
Mikasa's advanced consolidation theory and Mikasa's method of determining c v from the oedometer test are discussed. The latter consists of a curve rule method and correction of c v by primary consolidation ratio, r. Theoretical time-consolidation re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a3cd0b2118b87520221d56347544c064
https://doi.org/10.1520/stp34633s
https://doi.org/10.1520/stp34633s
Publikováno v:
Doboku Gakkai Ronbunshu. 1986:261-270
This paper presents newly developed two slice methods for slope stability analysis; Advanced Limit Equilibrium method and Janbu-h/3 method. They can be applied for both circular and non-circular slip surfaces. The Advanced Limit Equilibrium method gi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e2b82f043b039c6bcd46ec71137ebcf
https://doi.org/10.2208/jscej.1986.370_261
https://doi.org/10.2208/jscej.1986.370_261
Publikováno v:
Doboku Gakkai Ronbunshu. 1989:263-272
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c39386ec55f0e4cf046a2c4db9ce1d0d
https://doi.org/10.2208/jscej.1989.406_263
https://doi.org/10.2208/jscej.1989.406_263
Publikováno v:
Proceedings of the Japan Society of Civil Engineers. 1981:97-112
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb2305d28493bed399c42946676b6c07
https://doi.org/10.2208/jscej1969.1981.310_97
https://doi.org/10.2208/jscej1969.1981.310_97
Autor:
Masato Mikasa, Jun Tohda
Publikováno v:
Doboku Gakkai Ronbunshu. 1986:181-190
Earth pressure on underground pipes is studied by an analysis of two-dimensional elastic model. The analysis shows that earth pressure on underground pipes is affected considerably by the boundary condition between pipe and soil, the lateral boundary
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::55db92e0b17e89b6a324628c79410dd3
https://doi.org/10.2208/jscej.1986.376_181
https://doi.org/10.2208/jscej.1986.376_181
Autor:
Masato Mikasa
Publikováno v:
Soils and Foundations. 4:1-23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f9fb7bf167cb2009b56c0c89fb96140
https://doi.org/10.3208/sandf1960.4.2_1
https://doi.org/10.3208/sandf1960.4.2_1
Publikováno v:
Doboku Gakkai Ronbunshu. 1987:241-242
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b889e8ff583143afd427bb6a042d526
https://doi.org/10.2208/jscej.1987.388_241
https://doi.org/10.2208/jscej.1987.388_241
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