Suction and reloading effects on pile behaviour in tropical soil

Author:

Cardoso Bernardes Heitor1ORCID,da Cruz Junior Aleones José1ORCID,Martines Sales Maurício2ORCID,Pinto da Cunha Renato1ORCID,Rodríguez Rebolledo Juan Félix1ORCID

Affiliation:

1. Geotechnical Post-Graduation Program, Department of Civil and Environmental Engineering, GPFees Research Group, University of Brasilia, Brasilia, DF, Brazil

2. School of Civil and Environmental Engineering, Federal University of Goiás, Goiânia, Brazil

Funder

The author(s) reported there is no funding associated with the work featured in this article

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Reference43 articles.

1. ABNT. 2020. Brazilian Association of Technical Standards. NBR 16903: Soil - Static Load Test on Deep Foundation (In Portuguese), 11. Rio de Janeiro: ABNT.

2. Un- and reloading stiffness of monopile foundations in sand

3. AFNOR. 2000. French Association for Standardization. NF P 94-110-1: Soils: Reconnaissance and Testing. Ménard Pressuremeter Test. Part 1: Test Without Cycle, 42. Paris: AFNOR.

4. Centrifuge model testing for pile foundation reuse

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