Zobrazeno 61 - 70
of 126
pro vyhledávání: '"Jun Otani"'
Publikováno v:
Geosynthetics Engineering Journal. 20:205-210
Publikováno v:
Orthopedics & Traumatology. 53:31-34
We experienced a case of pulmonary embolism after surgical repair patellar ligament avulsed fracture. The patient was a 34-year-old man who fell two meters into a gutter.Two days after the accident, he underwent surgical repair. Operative findings sh
Publikováno v:
Journal of applied mechanics. 7:553-560
Publikováno v:
Geosynthetics Engineering Journal. 19:231-236
Autor:
Jun Otani, Kentaro Yamamoto
Publikováno v:
Geotextiles and Geomembranes. 20:367-393
A series of model loading tests on both unreinforced and reinforced foundations have been carried out, and in these tests the ground was modeled by aluminum rods. A rigid-plastic finite element analysis considering the effect of geometrical nonlinear
Publikováno v:
Soils and Foundations. 42:93-105
The objective of this paper is to evaluate both physical and mechanical properties of in-situ light weight soil with air foams using an industrial X-ray CT scanner. The specimen used in this study was in-situ SGM (Super Geo-Material) which was a ligh
Publikováno v:
Doboku Gakkai Ronbunshu. 2002:293-302
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 2:15-22
A new triaxial compression test apparatus was developed for use with an industrial X-ray computed tomography (X-ray CT) scanner and used to characterize progressive failure with strain localization in sand. Performance of the new triaxial compression
Publikováno v:
Water science and technology : a journal of the International Association on Water Pollution Research. 69(5)
Landfills are usually located in unsaturated zones. Contaminant leaking can easily infiltrate groundwater through these porous media and contribute to groundwater pollution. The main objective of this work is to study the leachate migration in unsatu
Autor:
Jun Otani, Kentaro Yamamoto
Publikováno v:
Soils and Foundations. 41:25-37
This paper investigates the behavior of real progressive failure of reinforced foundations. Firstly, a series of model loading tests on unreinforced and reinforced foundations are carried out, in which the ground is modeled by aluminum rods. Based on