Time-settlement behaviour of piled raft foundations using infinite elements

Author:

Small John C.,Liu Hana L.S.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference16 articles.

1. “General theory of three-dimensional consolidation”;Biot;Jl. of Applied Physics,1941

2. The behaviour of an impermeable flexible raft on a deep layer of consolidating soil;Booker;Int J Num Anal Meth Geomech,1986

3. Design applications of raft foundations,2000

4. Observations on the behaviour of a piled-raft foundation on London Clay;Hooper;Proceedings of the institution of civil engineers,1973

5. Katzenbach R, Arslan U, Gutwald J, Holzhauser J, Quick H. Soil-structure interaction of the 300m high Commerzbank tower in Frankfurt am Main – measurements and numerical studies”. In: Proceedings of the fourteenth international conference on soil mechs. and found eng., Hamburg, 1997;2:1081–4.

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