Dr. Antonio Carraro researches Fabric-Sensitive Soil Mechanics and uses Quality Laboratory Testing to understand the fundamental mechanical behaviour of geomaterials and improve geotechnical analyses. His research has been sponsored by the American Coal Ash Association, Australian Research Council, BP Exploration & Production, Colorado Dept. of Public Health & Environment, Colorado Dept. of Transportation, Fugro Singapore, GHD, Golder Associates, Knight Piésold, MWH Global, NGI, Rio Tinto, SRK Consulting, Technip UK, Tetra Tech, United States Dept. of Transportation, Woodside Energy and WorleyParsons, among others.
Dr. Carraro serves on the Editorial Panel of Géotechnique and is Associate Editor of the ASCE Journal of Geotechnical and Geoenvironmental Engineering and ASCE Journal of Materials in Civil Engineering. He is also a member of the ASTM D18 Committee on Soil and Rock and ASCE Soil Properties and Modeling Committee.
Dr. Carraro earned a PhD in Civil Engineering from Purdue Univ. in the United States and MSc and BSc degrees in Civil Engineering from Universidade Federal do Rio Grande do Sul (UFRGS) in Brazil. Prior to joining Imperial, Dr. Carraro taught several undergraduate and postgraduate classes in Civil and Geotechnical engineering at Purdue and Colorado State universities. He last served as Associate Professor in the United States in the Civil and Environmental Engineering Dept. at Colorado State, and, more recently, in the Centre for Offshore Foundation Systems at The Univ. of Western Australia, in Perth, Australia.
Areas of expertise:
Fabric-sensitive soil mechanics; Quality laboratory testing of soils; Liquefaction and specimen reconstitution of geomaterials particularly tailings, offshore sediments and alluvial soil deposits; Intermediate (transitional) soil behaviour; Sustainable geomaterials; Soil stabilisation.
et al., 2018, Experimental assessment of sampling disturbance in calcareous silt, Géotechnique Letters, Vol:8, ISSN:2045-2543, Pages:240-247
Carraro JAH, Prezzi M, Salgado R, 2009, Shear Strength and Stiffness of Sands Containing Plastic or Nonplastic Fines, Journal of Geotechnical and Geoenvironmental Engineering, Vol:135, ISSN:1090-0241, Pages:1167-1178
et al., 2007, Undrained monotonic response of clean and silty sands, Geotechnique, Vol:57, ISSN:0016-8505, Pages:273-288
Carraro JAH, Bandini P, Salgado R, 2003, Liquefaction resistance of clean and nonplastic silty sands based on cone penetration resistance, Journal of Geotechnical and Geoenvironmental Engineering, Vol:129, ISSN:1090-0241, Pages:965-976
et al., 2018, Laboratory Testing, Encyclopedia of Maritime and Offshore Engineering, Editor(s): Randolph, John Wiley and Sons, Ltd., ISBN:9781118476352
et al., Quality assessment of a new in-mould slurry deposition method for triaxial specimen reconstitution of clean and silty sands, 7th International Symposium on Deformation Characteristics of Geomaterials - IS Glasgow 2019