A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tension Pile Behaviour in Clay: Centrifuge Modelling Techniques
Centrifuge modelling techniques, and the various scaling laws, have been discussed by various workers (e.g. Ovesen (1979), Schofield (1980)). While the principles behind the techniques are well understood, each new prototype problem engenders particular, novel, experimental techniques. This paper describes a variety of such techniques, which have been developed in conjunction with the Cambridge Geotechnical Centrifuge, to investigate the behavior of tension piles in clay.
Tension Pile Behaviour in Clay: Centrifuge Modelling Techniques
Centrifuge modelling techniques, and the various scaling laws, have been discussed by various workers (e.g. Ovesen (1979), Schofield (1980)). While the principles behind the techniques are well understood, each new prototype problem engenders particular, novel, experimental techniques. This paper describes a variety of such techniques, which have been developed in conjunction with the Cambridge Geotechnical Centrifuge, to investigate the behavior of tension piles in clay.
Tension Pile Behaviour in Clay: Centrifuge Modelling Techniques
I. L. Nunez (author) / M. F. Randolph (author)
1984
19 pages
Report
No indication
English
Tension pile behaviour in clay : centrifuge modelling techniques
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