Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/10118
Title: | Full scale cyclic lateral load tests on six single piles in sand |
Authors: | Texas A & M University. Department of Civil Engineering United States. Army. Corps of Engineers. St. Louis District Little, Robert L. Briaud, J.-L. |
Keywords: | Cohesionless soils Soil mechanics Pressuremeter Cyclic lateral loading Single piles Piling Sand Sandy soils |
Publisher: | Geotechnical Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
Series/Report no.: | Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; GL-88-27. |
Description: | Miscellaneous Paper Abstract: This study was performed to determine responses of single piles in sands subjected to cyclic lateral loading and compare the results with predicted responses based on in-situ pressuremeter tests. The pressuremeter method used for predicting pile response to monotonic lateral loading is applicable to piles which will experience little or no degradation in flexural stiffness such as steel piles and prestressed concrete piles loaded less than the prestress. |
Rights: | Approved for public release; distribution is unlimited. |
URI: | http://hdl.handle.net/11681/10118 |
Appears in Collections: | Miscellaneous Paper |
Files in This Item:
File | Description | Size | Format | |
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MP-GL-88-27.pdf | 22.66 MB | Adobe PDF | View/Open |