Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Yukika Miyashita"'
Publikováno v:
Journal of the Society of Materials Science, Japan. 71:16-21
Publikováno v:
Journal of the Society of Materials Science, Japan. 69:29-34
Publikováno v:
Journal of the Society of Materials Science, Japan. 69:35-40
Publikováno v:
Canadian Geotechnical Journal. 54:1196-1202
Properties of the membrane filter recently introduced as an alternative to the ceramic disk are revealed through diffusion and hydraulic conductivity tests. It is shown that diffusion of air through the membrane filter is significantly affected by su
Publikováno v:
E3S Web of Conferences, Vol 92, p 11010 (2019)
This study investigated the progression of deterioration in cement treated surplus soils with cement contents of 1.7, 3.5 and 5.3 % under soaked condition by conducting needle penetration test and measuring calcium ion distribution within soil specim
Publikováno v:
Japanese Geotechnical Society Special Publication. 4:36-39
Publikováno v:
Japanese Geotechnical Society Special Publication. 2:541-546
Publikováno v:
Engineering Geology. 276:105774
Rational evaluation of the long-term performance of large-scale foundations, tunnels and natural slopes located in seismically active areas necessitates accurate assessment of the strength and deformation characteristics of bounded geomaterials, such
Publikováno v:
Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS) ISBN: 9783319527727
A series of undrained cyclic triaxial liquefaction tests were conducted to observe directly and indirectly the local deformations of sand specimen through a transparent membrane. Black-colored silica sand, mixed in white-colored silica sand, was used
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::483881303447cf89a1460e03e8ba7cbc
https://doi.org/10.1007/978-3-319-52773-4_24
https://doi.org/10.1007/978-3-319-52773-4_24
Publikováno v:
Soils and Foundations. 54:45-55
The results of a series of large-scale triaxial tests performed on dense, prismatic gravel specimens, with a height of 50 cm and a cross-section of 23 cm×23 cm, are described. The specimens were prepared at a density equal to approximately 95% of th