Evaluation of Cyclic Model Tests on Anchor Piles in Clay

The response of anchor piles in clay subjected to cyclic loading was investigated in a series of tests on small size model piles, 40 cm long and 1.9 cm in diameter, jacked into a reconstituted and normally consolidated clay. Evaluation of the test results focusses upon the degradation of cyclic pile...

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Veröffentlicht in:	SOILS AND FOUNDATIONS 1996/12/15, Vol.36(4), pp.57-70
1. Verfasser:	Bouckovalas, George
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works capacity clay cyclic loads deformations Earthwork. Foundations. Retaining walls Exact sciences and technology Geotechnics model piles tension (IGC: E14)
Online-Zugang:	Volltext
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