Numerical analysis of XCC pile group effect and bearing capacity of piled raft foundation

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Experimental Study of a Square Foundation with Connected and Non-Connected Piled Raft Foundation Under Eccentrically Loaded

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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: IOP Conference Series: Materials Science and Engineering

سال: 2020

ISSN: 1757-899X

DOI: 10.1088/1757-899x/768/3/032015