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Publications tagged with [soil resistance]

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The primary objective of this study is to propose a Limit States Design method for shallow and deep foundations that is based on a rational, probability-based investigation of design methods. In particular, Load and Resistance Factor Design is used to facilitate ...
Filed under: Codes and Standards -  USA
Reference: FHWA/IN/JTRP-2004/21
The advent of the wave equation analysis during the 1960s through the 1970s was a quantum leap in modern foundation engineering. For the first time, the full complex of pile driving could be considered, that is, velocity dependent aspects (damping), soil deformation ...
Reference: "Deep Foundations Journal Spring 1984, Deep Foundations Institute, Springfield, New Jersey, Vol. 1, No. 1, pp. 49 - 55"