A Novel Method for Assessing Pile Base Resistance in Sand-Reference-Cited by-同舟云学术

A Novel Method for Assessing Pile Base Resistance in Sand

Published:2023 Issue: Volume: Page:638-645
ISSN:1866-8755
Container-title:Springer Series in Geomechanics and Geoengineering
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Author:

Cesaro Raffaele,Di Laora Raffaele,Mandolini Alessandro

Publisher

Springer Nature Switzerland

Link

https://link.springer.com/content/pdf/10.1007/978-3-031-34761-0_77

Reference35 articles.

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2. Becci, B., Nova, R., Baù, A., Haykal, R.: Prove di carico su pali di grande diametro mediante l’impiego di celle Osterberg. Rivista Italiana di Geotecnica. 4, 9–28 (2007)

3. Berezantzev, V.C., Khristoforov, V., Golubkov, V.: Load bearing capacity and deformation of piled foundations. In: Proceedings of the V ICSMFE, Paris, vol. 2, pp. 11–15 (1961)

4. Berezantzev, V.C.: Design of deep foundations. In: Proceedings of the VI ICSMFE, Montreal, vol. 2, pp. 234–237 (1965)

5. Bolton, M.D.: The strength and dilatancy of sands. Geotechnique 36(1), 65–78 (1986)

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