Soil Modulus for Laterally Loaded Pilesby B. McClelland,
Serial Information: Journal of the Soil Mechanics and Foundations Division, 1956, Vol. 82, Issue 4, Pg. 1-22
Document Type: Journal Paper
Discussion: (See full record)
Using results from lateral load test on 24 in. pipe pile and laboratory tests on undisturbed clay samples, tentative procedure for estimating soil modulus of pile reaction is developed for problems involving transient loads; correlation derived is based on similitude on logarithmic paper of laboratory stress strain curve and soil reaction deflection curves from pile test.
Subject Headings: Soil modulus | Lateral loads | Load tests | Transient loads | Pile tests | Load factors | Pipe piles | Soil stress
Services: Buy this book/Buy this article
Return to search