Zobrazeno 1 - 8
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pro vyhledávání: '"Toshihiko Sakagami"'
Autor:
Toshihiko Sakagami, Toshimune Imai, Atsuo Senga, Shigeji Yamada, Toshimitsu Nozu, Kiyoshi Yoshida
Publikováno v:
2018 17th International Conference on Ground Penetrating Radar (GPR).
In recent years, there are many accidents caused by roadway cave-ins where the roads were constructed in the past. So the GPR is used as a way to detect the underground cavities for preventing accidents in the future. In the past, when handheld GPR w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b12f271e03b23cf827687842a55fd57a
https://doi.org/10.1109/icgpr.2018.8441639
https://doi.org/10.1109/icgpr.2018.8441639
Autor:
Yoshiki Takahashi, Toshihiko Sakagami, Takao Yamamoto, Mitsuhiro Nambu, Atsushi Iizuka, Yoshiyuki Yagiura
Publikováno v:
Doboku Gakkai Ronbunshuu C. 66:457-471
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9f33885ab132b9dd6e32238fd38909dc
https://doi.org/10.2208/jscejc.66.457
https://doi.org/10.2208/jscejc.66.457
Publikováno v:
Soils and Foundations. 43:51-61
A new piezocone was developed and applied to Osaka Pleistocene clay layers as deep as 250 m. Its geometry is the same as that of the reference procedure defined by the ISSMFE and standard of JGS: i.e., the projected cross sectional area is 10 cm2; th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ff061dfba63f92abe45b8083ebf908c
https://doi.org/10.3208/sandf.43.6_51
https://doi.org/10.3208/sandf.43.6_51
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering). 68:I_174-I_179
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de234726ccc42d2849955f6a8e987514
https://doi.org/10.2208/jscejoe.68.i_174
https://doi.org/10.2208/jscejoe.68.i_174
Publikováno v:
Soils and Foundations. 24:1-15
This study is concerned with the creep characteristics of sands under constant principal stress differences of various stress levels which were experimentally obtained by drained triaxial compression tests. In these tests, in order to obtain the cree
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba8356caa1bf0f45335d62d9c2033f4a
https://doi.org/10.3208/sandf1972.24.2_1
https://doi.org/10.3208/sandf1972.24.2_1
Autor:
Toshihiko Sakagami, Yasuo Tanaka
Publikováno v:
Canadian Geotechnical Journal. 26:563-567
This paper describes the results of piezocone testing that was carried out in underconsolidated soft marine clay in Osaka Bay. The obtained profiles of the tip resistance and the pore-water pressure were quite different from those for clay strata of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51ce12580cbf3d0b0c01d947966b7b53
https://doi.org/10.1139/t89-069
https://doi.org/10.1139/t89-069
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Conference
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