{"references": ["AOKI, N.; VELLOSO, D. Um metodo aproximado para estimativa da capacidade de carga de estacas. In: Pan-American Conference on Soil Mechanics and Foundation Engineering. [S.l.: s.n.], 1975. v. 1, p. 377.", "DECOURT, L.; QUARESMA, A. R. Capacidade de carga de estacas a partir de valores de spt. In: Congresso Brasileiro de Mecanica dos Solos e Engenharia de Fundacoes. [S.l.: s.n.], 1978. v. 6, n. 1978, p. 45\u201353.", "MEYERHOF, G. Bearing capacity and settlements of pile foundations. Journal of Geotechnical Engineering, v. 102, p. 197\u2013228, 1976.", "TEIXEIRA, A. H. Projeto e execucao de fundacoes. In: Anais do SEFE. [S.l.: s.n.], 1996. v. 1, p. 377.", "LOBO, B. d. O. Metodo de previsao de capacidade de carga de estacas: aplicacao dos conceitos de energia do ensaio spt. 2005.", "JR., O. S. Previsao do comportamento carga-recalque de estacas pre-moldadas de concreto. Dissertacao (M.S. thesis) \u2014 Universidade de Sao Paulo, Sao Carlos, Brasil, 1988.", "VIANNA, A. P. F. Analise de provas de carga estatica em estacas pre-moldadas cravadas na cidade de Curitiba e regiao metropolitana. Tese (Doutorado) \u2014 Universidade de Sao Paulo, 2000."]}

These datasets presents inputs for bearing capacity prediction methods. These methods are four well-known semi-empirical models for predicting bearing capacity of piles. The data was collected from the works of Lobo (2005), Vianna (2000) and Jr. (1988) and includes 168 load tests and SPT measures taken from severam Brazilian regions. . The file Data.csv is composed only with the numeric values used in each method and the file Data_with_soils.csv includes the soil types for the piles. The suffix 'Dq', 'Mey', 'Av' and 'Tx' represents which method this input was obtained from, corresponding respectively to Decourt and Quaresma (1978), Meyerhof (1983), Aoki and Velloso (1975) and Teixeira (1996). The columns indexes represents: N_pile - Pile number (for reference); SPT_L - SPT result for the pile lenght; SPT_P - SPT result for the pile tip Soil_L - Predominant soil type along the pile lenght; Soil_P - Predominant soil type in the pile tip; L - pile lenght; D - pile diameter; Qu - Pile bearing capacity, obtained through NBR 6122 load test. When using this dataset, please cite the following paper: //soilsandrocks.com/sr-2021-074921 DOI: 10.28927/SR.2021.074921