Quality control of compacted grounds using seismic velocities
dc.authorid | Ulugergerli, Emin Ugur/0000-0001-5639-1109 | |
dc.authorid | Uyanik, Osman/0000-0002-7089-4340 | |
dc.contributor.author | Uyanik, Osman | |
dc.contributor.author | Ulugergerli, Emin U. | |
dc.date.accessioned | 2025-01-27T20:15:00Z | |
dc.date.available | 2025-01-27T20:15:00Z | |
dc.date.issued | 2008 | |
dc.department | Çanakkale Onsekiz Mart Üniversitesi | |
dc.description.abstract | The speed-up plaque load experiment and a seismic refraction survey were used in quality-control tests of compaction in the runway grounds of the Suleyman Demirel Airport, Isparta, located to the north of Burdur Lake, Turkey. The straight-line correlation between plaque load experiments and seismic velocities (V-P and V-S) has shown that compaction is sufficient when both the V-P and V-S values exceed 590m/s and 379rn/s, respectively. In addition, two-dimensional velocity models for both P- and S-waves map out the level of compaction along the profiles. | |
dc.identifier.doi | 10.3997/1873-0604.2008004 | |
dc.identifier.endpage | 306 | |
dc.identifier.issn | 1569-4445 | |
dc.identifier.issn | 1873-0604 | |
dc.identifier.issue | 5 | |
dc.identifier.scopus | 2-s2.0-53549133940 | |
dc.identifier.scopusquality | Q2 | |
dc.identifier.startpage | 299 | |
dc.identifier.uri | https://doi.org/10.3997/1873-0604.2008004 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12428/21256 | |
dc.identifier.volume | 6 | |
dc.identifier.wos | WOS:000259849300004 | |
dc.identifier.wosquality | Q3 | |
dc.indekslendigikaynak | Web of Science | |
dc.indekslendigikaynak | Scopus | |
dc.language.iso | en | |
dc.publisher | Wiley | |
dc.relation.ispartof | Near Surface Geophysics | |
dc.relation.publicationcategory | info:eu-repo/semantics/openAccess | |
dc.rights | info:eu-repo/semantics/closedAccess | |
dc.snmz | KA_WoS_20250125 | |
dc.subject | Bearing Capacity Factors | |
dc.subject | Foundation | |
dc.subject | Footings | |
dc.subject | Density | |
dc.title | Quality control of compacted grounds using seismic velocities | |
dc.type | Article |