Lateral bearing behaviour of vibro‐ and impact‐driven large‐diameter piles in dense sand
Author:
Affiliation:
1. Leibniz Universität HannoverInstitut für Geotechnik Appelstr. 9A 30167 Hannover Germany
2. ACP Grundbau GmbH Turmstr. 12 30165 Hannover Germany
3. innogy SE Kapstadt Ring 7 22297 Hamburg Germany
Publisher
Wiley
Subject
Geotechnical Engineering and Engineering Geology
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/gete.202000006
Reference24 articles.
1. Axial Response of three Vibratory and three Impact‐Driven H‐Piles in Sand;Briaud J. L.;Transportation Research Record,1990
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