Conference
Advancements in Statnamic Data Regression Techniques
Abstract
Until recently, the analysis of Statnamic test data has typically incorporated the "Unloading Point Method" to determine an equivalent static capacity. The Unloading Point (UP) method requires that the foundation move as a rigid body, thus excluding stress wave phenomenon from the analysis. If this requirement is met the foundation capacity can be determined using this simplified method. However, many foundations do not meet the UP criteria …
Authors
Mullins G; Lewis CL; Justason MD
Pagination
pp. 915-930
Publisher
American Society of Civil Engineers (ASCE)
Publication Date
February 2002
DOI
10.1061/40601(256)64
Name of conference
Deep Foundations 2002