A New Method for the Evaluation of the Ultimate Load of Piles by Tests not Carried to Failure

Author:

Dalerci Giovanni,Bovolenta Rossella

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference14 articles.

1. Anagnostopoulos A et al (eds) (2011) Proceedings of the 15th European conference on soil mechanics and geotechnical engineering. IOS Press, Amsterdam

2. Cabella E, Passalacqua R, Lupo M (1998) Axial load test at failure on a large diameter, instrumented, bored pile. In: Proceedings of 3rd International Geotechnical on Deep Foundations and Bored and Auger Piles, Ghent (B), pp. 201–207

3. Chin FK (1970) Estimation of the ultimate load of piles from tests not came to failure. In: Proceedings of 2nd SE Asian Conference on Soil Engineering, Singapore, pp 81–92

4. Chin FK (1972) The inverse slope as a prediction of ultimate bearing capacity of piles. In: Proceedings of 3rd SE Asian Conference on SoiI Engineering, Hong Kong, pp 83–91

5. Dalerci G (1972) Sulla piastra circolare rigida caricata simmetricamente, profondamente immerse in un semispazio elastic. Atti Istituto Scienza delle Costruzioni dell’Università di Genova. Tamburini Editore, Milano, vol 5, pp 75–81

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