Computer Predictions for Axially-Loaded Piles with Nonlinear Supports
- 1 January 1975
- conference paper
- Published by Society of Petroleum Engineers (SPE)
Abstract
Although techniques have been developed for prediction of lateral loading response of foundation piles for offshore structures, most of the attention to axial behavior has been focused only on consideration of ultimate load capacity,' TKeywords
This publication has 0 references indexed in Scilit: