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Reduction Factor for the Unloading Point Method at Clay Soil Sites
Publisher: American Society of Civil Engineers
Abstract: Full-scale testing can be an integral component of quality control/quality assurance for projects involving construction of deep foundations. Rapid load tests are being used in the deep foundation industry as a method for ...
Lateral Load Behavior of Full-Scale Pile Group in Clay
Publisher: American Society of Civil Engineers
Abstract: A static lateral load test was performed on a full-scale pile group to determine the resulting pile-soil-pile interaction effects. The 3 × 3 pile group at three-diameter spacing was driven into a profile consisting of soft ...
Closure to “Response of 0.6 m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading” by Thomas J. Weaver, S. A. Ashford, and Kyle M. Rollins
Publisher: American Society of Civil Engineers
Response of 0.6 m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading
Publisher: American Society of Civil Engineers
Abstract: This paper presents results from a full-scale lateral load test on a