What is it about?
Although it says theoretical in the title, it is a very practical presentation on constructing t-z curves to predict pile settlement. It provides a basis for many soil conditions encountered in practice and shows how to incorporate soil variability, pre-failure, and post-failure behavior
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Why is it important?
The method uses a small-strain modulus as a starting point. From there, the user can incorporate changes in stiffness due to consolidation/remolding near the pile, shear strain softening, and indirectly, pore pressure generation and dissipation
Perspectives
This article came from our efforts to model many pile load tests performed by our consulting firm. The load tests provided accurate, well-documented conditions.
Dr Richard P Ray
Szechenyi Istvan Egyetem
Read the Original
This page is a summary of: Theoretical
t
-
z
Curves, Journal of the Geotechnical Engineering Division, November 1981, American Society of Civil Engineers (ASCE),
DOI: 10.1061/ajgeb6.0001207.
You can read the full text:
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