Search citation statements

Order By: Relevance
Select...
1
0
1
0

Year Published

2006
2006
2006
2006

Publication Types

Select...
1

Relationship

1
0

Authors

Journals

0
1
0
Order By: Relevance
“…Actually, for the present pile foundation, the upper portion near the surface (down to 15m depth from the head) is provided with an appropriate reinforcement (52 bars of diameter 30mm), and the deeper two portions are respectively reinforced by the same 32 and 26 steel bars. Regarding the response profile along the pile length, Case A without the WIB indicates the feature of the predominant sway motion due to the kinematic interaction with the soil deformation 17) . Case B shows quite close to that of the Case A, which means that only side walls of WIB may not improve the behavior of the viaduct-pile foundation system against earthquake loadings.…”
Section: Computation Results and Analysesmentioning