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A platform for research: civil engineering, architecture and urbanism
Vertical Piles Versus Inclined/Battered/Raked Piles
Abstract Compared to vertical piles (Fig. 14.1 ), inclined/battered/raked piles (Fig. 14.7 ) generally have higher horizontal stiffness, mainly due to the fact that inclined piles provide partial horizontal resistance from their axial capacity , and the axial stiffness due to pile –soil interaction is normally higher than that along the lateral pile direction (perpendicular to the piles’ axial direction).
Vertical Piles Versus Inclined/Battered/Raked Piles
Abstract Compared to vertical piles (Fig. 14.1 ), inclined/battered/raked piles (Fig. 14.7 ) generally have higher horizontal stiffness, mainly due to the fact that inclined piles provide partial horizontal resistance from their axial capacity , and the axial stiffness due to pile –soil interaction is normally higher than that along the lateral pile direction (perpendicular to the piles’ axial direction).
Vertical Piles Versus Inclined/Battered/Raked Piles
Jia, Junbo (author)
Soil Dynamics and Foundation Modeling ; 629-635
2017-11-28
7 pages
Article/Chapter (Book)
Electronic Resource
English
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