Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Hitomi Taketsu"'
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering). 71:36-46
In this study, the authors developed a 3DFEM model for analysis of crack development and mechanical responses of steel bar and concrete slab in a continuously reinforced concrete pavement. An incremental method was adopted to consider variation of ma
Publikováno v:
Cement Science and Concrete Technology. 69:243-250
Publikováno v:
Cement Science and Concrete Technology. 64:231-237
Publikováno v:
Cement Science and Concrete Technology. 64:588-593
Publikováno v:
Cement Science and Concrete Technology. 63:607-613
Publikováno v:
JOURNAL OF PAVEMENT ENGINEERING, JSCE. 11:123-130
his paper deals with dynamic behaviors of a whitetopping pavement structure with a surface layer of high strength fiber reinforced concrete panel (HSC-WT) under traffic road. A test pavement of HSC-WT was constructed on an accelerated loading facilit
MECHANICAL EVALUATION ON THE EFFECT OF ASPHALT INTERLAYER BETWEEN THE COMPOSITE PAVEMENTAND ITS BASE
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering). 71:I_169-I_176
Asphalt interlayer on the subbase is expected to contribute further durability o composite pavement structure. This study was conducted to reveal the degree of structural contribution of above interlayer by mechanical analysis. In a project of expres
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering). 69:I_149-I_157
This study is new Hybrid Porous Concrete Pavement (HPCP) for reinforcing the steel plate deck. Recently, for reinforcing it, mostly using Steel Fiber Reinforced Concrete (SFRC). This is because SFRC has an effect of reducing fatigue failure applicabl
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering). 69:I_133-I_140
Effect of thin asphalt subbase course under continuously reinforced concrete slab (CRCS) was investigated based on measurements constructed on a 540m length trial composite pavement that has two types of pavement structure. One of them has a 20cm cem
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering). 68:I_155-I_162
In this study, the authors developed a 3DFEM (finite element method) model for analysis of crack development and mechanical responses of steel bar and concrete slab. An incremental method was adopted to consider variation of material properties of co