Static axial pile foundation response using seismic piezocone data
Ever since the use of cone penetration testing (CPT) in geotechnical site investigations, efforts have been made to correlate its readings with the components of static axial pile capacity: unit base resistance (qb) and unit shaft resistance (fp). Broadly, the pile capacity analysis from CPT data c...
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| Format: | Others |
| Language: | en_US |
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Georgia Institute of Technology
2014
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| Online Access: | http://hdl.handle.net/1853/52195 |