Zobrazeno 1 - 10
of 97
pro vyhledávání: '"Isao Ishibashi"'
Autor:
Takuto Hitosugi, Norimasa Yoshimoto, Siavash Manafi Khajeh Pasha, Shigeki Endo, Isao Ishibashi, Tota Kinoshita, Hemanta Hazarika, Ashoke Kumar Karmokar
Publikováno v:
Soils and Foundations. 60:315-326
To prevent vibration-induced and liquefaction-induced damage to residential buildings during earthquakes, a low-cost technique has been developed and described here. It utilizes a mixture of tire chips and gravel as the horizontal reinforcing inclusi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13bfbdfb2a531c23f487991039a0d58d
https://doi.org/10.1016/j.sandf.2019.12.013
https://doi.org/10.1016/j.sandf.2019.12.013
Publikováno v:
Ocean Engineering. 136:106-116
Powerful tsunami waves were generated by the 2011 off the Pacific Coast of Tohoku Earthquake, and they struck the coast of Japan after few minutes of the main shock. Seismic aftershocks continued for several hours. Many coastal structures such as bre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8654cbc9f5979ea0012ba28078a4e244
https://doi.org/10.1016/j.oceaneng.2017.03.021
https://doi.org/10.1016/j.oceaneng.2017.03.021
Autor:
Isao Ishibashi, Hemanta Hazarika
How Does Soil Behave and Why Does It Behave That Way?Soil Mechanics Fundamentals and Applications, Second Edition effectively explores the nature of soil, explains the principles of soil mechanics, and examines soil as an engineering material. This l
Publikováno v:
Computers & Structures. 89:2439-2459
The objective of this paper is to clarify the effects of seawater-structure interaction on the residual displacement of caisson-type quay wall after a real earthquake shock. The dynamic response of quay wall during earthquake, including soil-sea-stru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::15cdcfaf8439b4efcb49dc03afb17e26
https://doi.org/10.1016/j.compstruc.2011.06.005
https://doi.org/10.1016/j.compstruc.2011.06.005
Autor:
Tsuyoshi Yamaguchi, Ryoko Agui, Keita Ikeue, Isao Ishibashi, Mohammad A. Hasnat, Masato Machida, Kiwako Sato
Publikováno v:
Bulletin of the Chemical Society of Japan. 81:1675-1680
Electrocatalytic reduction of nitrate ions (NO3 � ) was carried out over Cu–Pd and Cu–Pt bimetallic cathodes, which were deposited on a Nafion-117 H þ -conducting polymer membrane. By applying DC current to the membrane–electrode assembly (M
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4486b38fdef5bf27c7357aa2f881a335
https://doi.org/10.1246/bcsj.81.1675
https://doi.org/10.1246/bcsj.81.1675
Autor:
Hemanta Hazarika, Isao Ishibashi
Publikováno v:
Soil Mechanics Fundamentals and Applications ISBN: 9780429162138
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc53b339acd4b965cc47eaaca294baa7
https://doi.org/10.1201/b18236-6
https://doi.org/10.1201/b18236-6
Autor:
Isao Ishibashi, Hemanta Hazarika
Introduction Soil Mechanics and Related Fields Biography of Dr. Karl von Terzaghi Uniqueness of Soils Approaches to Soil Mechanics Problems Examples of Soil Mechanics Problems References Physical Properties of Soils Introduction Origin of Soils Soil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d0c60010b82354e244119bb2162f992
https://doi.org/10.1201/b18236
https://doi.org/10.1201/b18236
Autor:
Lisheng Shao, Emir José Macari, Ayushman Gupta, Laureano R. Hoyos, Gina Kates Martin, Yasser A. Hegazy, Roy H. Borden, Paul W. Mayne, Isao Ishibashi
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 124:551-555
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::013cb70bdab217a0598d6a641a7eb991
https://doi.org/10.1061/(asce)1090-0241(1998)124:6(551.2)
https://doi.org/10.1061/(asce)1090-0241(1998)124:6(551.2)
Publikováno v:
Soils and Foundations. 36:45-55
Laboratory shear tests were conducted on moderately dense assemblies of large and small glass beads in both solid and hollow cylindrical triaxial devices using either stress-controlled or strain-controlled lateral boundaries. The specimens were shear
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e19a143ca8ea4f03276aff74e0dc9a6f
https://doi.org/10.3208/sandf.36.2_45
https://doi.org/10.3208/sandf.36.2_45
Publikováno v:
Soils and Foundations. 34:79-84
Contact friction coefficients for glass to glass surfaces were measured using glass beads with various diameters (ranging from 0.6 mm to 5 mm). The tests were conducted on two different friction testing apparatus (pulling and sliding devices). All pa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c60826b0bfd0ba265db7191bb60f8458
https://doi.org/10.3208/sandf1972.34.4_79
https://doi.org/10.3208/sandf1972.34.4_79