{"personrec":{"StatusID":1,"PersStatus":null,"Status":"Valid","PersID":34114,"PersName":"Cathie, David","PublicFlag":1,"CheckedFlag":0,"Surname":"Cathie","Firstname":"David","Initials":"D.","AddressedAs":null,"Function":null,"DateLastModified":{"date":"2023-05-02 10:08:18.393000","timezone_type":1,"timezone":"+00:00"},"PersTitle":null,"PersStatusID":null,"AbstractEnglish":null,"AbstractOtherLang":null,"AbstractLangCode":null,"AbstractLangID":null,"AutID":223991,"ND":"2017-01-18","UD":"2017-01-18"},"loaninfo":null,"pictures":[],"institutes":null,"pastins":[],"projects":[],"datasets":null,"references":{"A1":[{"BRefID":391438,"RR":"<b>Cathie, D.; Jardine, R.; Silvano, R.; Kontoe, S.; Schroeder, F.</b> (2023). Axial capacity ageing trends of large diameter tubular piles driven in sand. <i>Soils and Foundations 63(6)</i>: 101401. <a href=\"https://dx.doi.org/10.1016/j.sandf.2023.101401\" target=\"_blank\">https://dx.doi.org/10.1016/j.sandf.2023.101401</a>","AutID":256151,"MonDate":null,"AnaDate":2023,"PeerRev":1,"outputType":"1_A1","OpenAcc":1},{"BRefID":367723,"RR":"<b>Perikleous, G.; Zarzouras, O.; Crochelet, A.; Lamant, T.; Cathie, D.</b> (2023). Energy losses during driving due to tapered section of monopile. <i>Ocean Eng. 276</i>: 114184. <a href=\"https://dx.doi.org/10.1016/j.oceaneng.2023.114184\" target=\"_blank\">https://dx.doi.org/10.1016/j.oceaneng.2023.114184</a>","AutID":542611,"MonDate":null,"AnaDate":2023,"PeerRev":1,"outputType":"1_A1","OpenAcc":0},{"BRefID":311443,"RR":"<b>Vantomme, F.; Versteele, H.; Cathie, D.</b> (2019). Driving energy losses for constant diameter and tapered submerged monopiles. <i>Appl. Ocean Res. 82</i>: 337-345. <a href=\"https://dx.doi.org/10.1016/j.apor.2018.11.006\" target=\"_blank\">https://dx.doi.org/10.1016/j.apor.2018.11.006</a>","AutID":256151,"MonDate":null,"AnaDate":2019,"PeerRev":1,"outputType":"1_A1","OpenAcc":0},{"BRefID":285406,"RR":"<b>Stuyts, B.; Cathie, D.; Powell, T.</b> (2016). Model uncertainty in uplift resistance calculations for sandy backfills. <i>Can. Geotech. J. = Rev. Can. Géotech. 53(11)</i>: 1831-1840. <a href=\"https://dx.doi.org/10.1139/cgj-2016-0056\" target=\"_blank\">https://dx.doi.org/10.1139/cgj-2016-0056</a>","AutID":256151,"MonDate":null,"AnaDate":2016,"PeerRev":1,"outputType":"1_A1","OpenAcc":0},{"BRefID":257352,"RR":"<b>Byrne, B.; Schupp, J.; Martin, C.; Maconochie, A.; Oliphant, J.; Cathie, D.</b> (2013). Uplift of shallowly buried pipe sections in saturated very loose sand. <i>Geotechnique 63(5)</i>: 382-390. <a href=\"https://dx.doi.org/10.1680/geot.11.P.016A\" target=\"_blank\">https://dx.doi.org/10.1680/geot.11.P.016A</a>","AutID":223991,"MonDate":null,"AnaDate":2013,"PeerRev":1,"outputType":"1_A1","OpenAcc":0},{"BRefID":257450,"RR":"<b>Knappett, J.; Brown, M.; Bransby, M.; Hudacsek, P.; Morgan, N.; Cathie, D.; Maconochie, A.; Yun, G.; Ripley, A.; Brown, N.; Egborge, R.</b> (2012). Capacity of grillage foundations under horizontal loading. <i>Geotechnique 62(9)</i>: 811-823. <a href=\"https://dx.doi.org/10.1680/geot.12.OG.012\" target=\"_blank\">https://dx.doi.org/10.1680/geot.12.OG.012</a>","AutID":226031,"MonDate":null,"AnaDate":2012,"PeerRev":1,"outputType":"1_A1","OpenAcc":0},{"BRefID":257608,"RR":"<b>Bransby, M.; Brown, M.; Knappett, J.; Hudacsek, P.; Morgan, N.; Cathie, D.; Maconochie, A.; Yun, G.; Ripley, A.; Brown, N.; Egborge, R.</b> (2011). Vertical capacity of grillage foundations in sand. <i>Can. Geotech. J. = Rev. Can. Géotech. 48(8)</i>: 1246-1265. <a href=\"http://dx.doi.org/10.1139/T11-040\" target=\"_blank\">dx.doi.org/10.1139/T11-040</a>","AutID":226031,"MonDate":null,"AnaDate":2011,"PeerRev":1,"outputType":"1_A1","OpenAcc":0}],"BookChap":[{"BRefID":257413,"RR":"<b>Stuyts, B.; Cathie, D.; Xie, Y.</b> (2013). Scour assessment and measurements for pile-supported wind turbine foundations, <b><i>in</i></b>: ASME <i>ASME 2013: Proceedings of the 32nd International Conference on Ocean, Offshore and Arctic Engineering. Volume 6: Polar and Arctic Sciences and Technology; Offshore Geotechnics; Petroleum Technology Symposium.</i> pp. V006T10A025. <a href=\"http://dx.doi.org/10.1115/OMAE2013-10660\" target=\"_blank\">http://dx.doi.org/10.1115/OMAE2013-10660</a>","AutID":224869,"MonDate":null,"AnaDate":2013,"PeerRev":0,"outputType":"4_BookChap","OpenAcc":0}],"OtherRef":[{"BRefID":257722,"RR":"<b>Stuyts, B.; Irvine, J.; Cathie, D.</b> (2011). Assessing the stability of piled tripod foundations for offshore wind turbines under cyclic loading, <b><i>in</i></b>: De Roeck, G. <i>et al.</i> (Ed.) <i>Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011.</i> pp. 3482-3489","AutID":226031,"MonDate":null,"AnaDate":2011,"PeerRev":0,"outputType":"8_OtherRef","OpenAcc":0}]},"urls":null,"spcols":null,"thesterms":null,"taxterms":null,"pub":1,"newses":{"SesID":83464,"LoginName":"VLIZ2000\\zohrab","LoginID":435,"DD":"2017-01-18"},"updses":{"SesID":83464,"LoginName":"VLIZ2000\\zohrab","LoginID":435,"DD":"2017-01-18"},"urlmaps":[],"resmessage":"no id specified","complete":1}