Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Masanori ISHIHARA"'
Publikováno v:
Journal of the Society of Materials Science, Japan. 71:803-808
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a6cab2f22a187886063855aeb3d0b385
https://doi.org/10.2472/jsms.71.803
https://doi.org/10.2472/jsms.71.803
Publikováno v:
Japanese Geotechnical Journal. 10:127-140
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb20239527b6d4f319d3c2cdfe69b75e
https://doi.org/10.3208/jgs.10.127
https://doi.org/10.3208/jgs.10.127
Publikováno v:
Geosynthetics Engineering Journal. 29:127-134
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca18fdde3c384cb713534598d066260e
https://doi.org/10.5030/jcigsjournal.29.127
https://doi.org/10.5030/jcigsjournal.29.127
Publikováno v:
KAGAKU KOGAKU RONBUNSHU. 37:556-562
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd351cde06778c0882e6f2a5fd11a357
https://doi.org/10.1252/kakoronbunshu.37.556
https://doi.org/10.1252/kakoronbunshu.37.556
Publikováno v:
KAGAKU KOGAKU RONBUNSHU. 36:336-342
本論文では，武蔵野市で行われた廃プラスチックの混合焼却試験の結果を報告する．既存設備で廃プラを燃やすとダイオキシンなど有害ガスが発生することが危惧される．一方，埋め立
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d1ede134c86c55f4da601c41ac1934d0
https://doi.org/10.1252/kakoronbunshu.36.336
https://doi.org/10.1252/kakoronbunshu.36.336
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 132:258-264
Sand compaction pile (SCP) is a ground improvement technique extensively used to ameliorate liquefaction resistance of loose sand deposits. This paper discusses results of laboratory tests on high-quality undisturbed samples obtained by the in situ f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d982fee71f854a3fc6f22ecc35e0c6cd
https://doi.org/10.1061/(asce)1090-0241(2006)132:2(258)
https://doi.org/10.1061/(asce)1090-0241(2006)132:2(258)
Autor:
Akinori Hazama, Atsushi Nakane, Masanori Ishihara, Yoshihisa Miyata, Seiichi Onodera, Naozo Fukuda
Publikováno v:
Geosynthetics Engineering Journal. 19:15-20
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1f1c11a20d653b52f5ed5cdb2ddded7
https://doi.org/10.5030/jcigsjournal.19.15
https://doi.org/10.5030/jcigsjournal.19.15
Publikováno v:
Soils and Foundations. 43:175-187
This paper reports results of in-situ tests and undrained cyclic shear tests on high-quality undisturbed samples obtained by the in-situ freezing method at three sites where foundation soils had been improved with sand compaction piles. Triaxial spec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3ca1d5439bc381d207d46308170d2ca
https://doi.org/10.3208/sandf.43.5_175
https://doi.org/10.3208/sandf.43.5_175
Publikováno v:
Scopus-Elsevier
Time-dependent (viscous) characteristics of the shear stress and shear strain behaviour of water-saturated or air- dried specimens of clean sands (Hostun and Toyoura sands) observed in a series of drained plane strain compression tests are presented.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fe40f1f407438eeb907ce97d3440d7fb
https://doi.org/10.3208/sandf.42.2_1
https://doi.org/10.3208/sandf.42.2_1
Publikováno v:
Soils and Foundations. 42:103-129
The viscous aspects of the stress-strain behaviour of saturated and air-dried clean sands in drained plane strain compression (PSC) and saturated clean sand and soft clays in undrained triaxial compression (TC) are presented. Common as well as differ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c663d0ecdd6fcb6ff9c685df6de0c95
https://doi.org/10.3208/sandf.42.2_103
https://doi.org/10.3208/sandf.42.2_103