Residual Stresses in Piles and the Wave Equationby Jean-Louis Briaud, Texas A&M Univ, Civil, Engineering Dep, College Station, TX, USA,
Larry M. Tucker, Texas A&M Univ, Civil, Engineering Dep, College Station, TX, USA,
Abstract: A data base of 18 vertical load tests on driven piles in sand is presented. On average the residual point load was 56% of the measured point load and the residual friction load 19% of the measured friction load. The residual friction loads are compared with those predicted by wave equation analysis.
Subject Headings: Vertical loads | Load tests | Load factors | Wave equations | Friction | Soil-pile interaction | Soil-structure interaction | Pile tests
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