Journal ArticleOPEN ACCESS

Theoretical Modelling of Spudcan Behaviour Under Combined Load

  • Dean E
  • James R
  • Schofield A
  • et al.
Soils and Foundations (1997) 37(2) 1-15
DOI: 10.3208/sandf.37.2_1
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Abstract

This paper presents centrifuge model test data of the behaviour of a circular spudcan footing on drained saturated silica sand subjected to combined vertical, horizontal, and moment loading. The data are compared with predictions of a numerical model, and with relevant aspects of the recent code of recommended practice by SNAME (1994).

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APA

Dean, E. T. R., James, R. G., Schofield, A. N., & Tsukamoto, Y. (1997). Theoretical Modelling of Spudcan Behaviour Under Combined Load. Soils and Foundations, 37(2), 1–15. https://doi.org/10.3208/sandf.37.2_1

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