A new macro-element model encapsulating the dynamic moment–rotation behaviour of raft foundations
نویسندگان
چکیده
منابع مشابه
Analysis of non-connected piled raft foundations (NCPRF) with cushion by finite element method
For the optimum design of Piled Raft Foundations (PRF), the concept of settlement reducer piles has been applied. However, when these piles are connected to the raft, a high stress may develop in the relatively small number of piles. Therefore, an alternative approach is to disconnect the piles from the raft forming a new system called a non-connected or disconnected piled-raft foundation (NCPR...
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Application of pile-raft foundations, which are known as “compound foundations”, is a suitable alternative in the case of heavy load structures. The interaction behavior of pile raft foundations makes these systems very complex to analyze. Different methods have been proposed to determine the bearing capacity of piled raft systems and distribution of loads between the components, i.e. pile grou...
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ژورنال
عنوان ژورنال: Géotechnique
سال: 2015
ISSN: 0016-8505,1751-7656
DOI: 10.1680/geot.sip.15.p.020