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https://hdl.handle.net/11681/10118
Full metadata record
DC Field | Value | Language |
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dc.contributor | Texas A & M University. Department of Civil Engineering | - |
dc.contributor | United States. Army. Corps of Engineers. St. Louis District | - |
dc.contributor.author | Little, Robert L. | - |
dc.contributor.author | Briaud, J.-L. | - |
dc.date.accessioned | 2016-06-20T13:52:41Z | - |
dc.date.available | 2016-06-20T13:52:41Z | - |
dc.date.issued | 1988-08 | - |
dc.identifier.uri | http://hdl.handle.net/11681/10118 | - |
dc.description | Miscellaneous Paper | - |
dc.description | 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. | - |
dc.publisher | Geotechnical Laboratory (U.S.) | - |
dc.publisher | Engineer Research and Development Center (U.S.) | - |
dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1041765 | - |
dc.relation.ispartofseries | Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; GL-88-27. | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created from scans of the Print Resource | - |
dc.subject | Cohesionless soils | - |
dc.subject | Soil mechanics | - |
dc.subject | Pressuremeter | - |
dc.subject | Cyclic lateral loading | - |
dc.subject | Single piles | - |
dc.subject | Piling | - |
dc.subject | Sand | - |
dc.subject | Sandy soils | - |
dc.title | Full scale cyclic lateral load tests on six single piles in sand | - |
dc.type | Report | en_US |
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 |