地盤の変形を考慮した杭基礎建物の鉛直荷重時実用解法

概要

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Recently, in order to conquer the various troubles of the structures with a point bearing pile in a zone of ground subsidence, and for rationalization of a method of foundation construction, the examples of the structures which use a friction pile or a imperfection point bearing pile are on the increase. However. it is conceivable that the differential settlement of these foundations cannot be disregarded. Accordingly, in case of useing such a foundation, it is necessary to consider how to cope with the differential settlement of structures by the exact inference of the differential settlement. I n this paper, we propose the practical analysis method for the differential settlement of the structures with a pile or a piled-raft foundation. And by the numerical example that use this present method, we investigate the behavior of the structures in case that the differential settlements of a pile or a piled-raft foundation arise.
社団法人日本建築学会の論文
1995-11-30