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Kostas Senetakis
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Experimental equipment of my Ph.D. research: Long-Tor Resonant Column Apparatus, SDGEE - AUTh (2008)
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Experimental equipment of my Ph.D. research: Long-Tor Resonant Column Apparatus, SDGEE - AUTh
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Experimental equipment of my Ph.D. research: Direct Shear Test Apparatus, SDGEE - AUTh
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Materials used in my Ph.D. research: Granulated rubber composed of recycled-shredded tires
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Materials used in my Ph.D. research: Mixtures of physical sands with granulated rubber
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http://euroseis.civil.auth.gr (courtesy of SDGEE - AUTh)
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In-situ/geophysical survey - High pressure pipeline of Mavroneri-Antikyra (D.E.P.A.)
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Symposium on Testing and Specification of Recycled Materials, Feb. 2-4, 2011 Baltimore, Maryland, USA
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Research group: Unit of Soil Dynamics and Geotechnical Earthquake Engineering of Aristotle University of Thessaloniki (http://users.auth.gr/~kpitilak/index.html)
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City University of Hong Kong, Hong Kong (2012)
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Soil Mechanics and Geology Laboratory, City University of Hong Kong, Hong Kong - High Pressure Triaxial Apparatus
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Soil Mechanics and Geology Laboratory, City University of Hong Kong, Hong Kong
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Custom-built micro-mechanical inter-particle loading apparatus, Soil Mechanics and Geology Laboratory, City University of Hong Kong
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Image during an inter-particle shearing test on quartz particles: Non-conforming type of contact, Soil Mechanics and Geology Laboratory, City University of Hong Kong
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Flattened surface of quartz particle using the light interferometry principle for the evaluation of the roughness (in collaboration with the University of Hong Kong)
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Commercial micro-joints used as a bearing system in the custom-built micro-mechanical inter-particle loading apparatus of City University of Hong Kong
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The geology trip with Matthew and our second year students from CityU, Hong Kong
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The geology trip with Matthew and our second year students from CityU, Hong Kong
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Spatial distribution of thickness (m) of potentially liquefied soil layers according to the 475 years earthquake scenario in Thessaloniki: Non-linear ground response analysis (1D) results at existing soil profiles (Senetakis, Anastasiadis, Pitilakis, 2008, "Liquefaction risk in Thessaloniki").
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Spatial distribution of minimum initial depth (m) of potentially liquefied soil layers according to the 475 years earthquake scenario in Thessaloniki: Non-linear ground response analysis (1D) results at existing soil profiles (Senetakis, Anastasiadis, Pitilakis, 2008, "Liquefaction risk in Thessaloniki").
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My Thai students
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Calibration exercise of a Stokoe type resonant column (Soil Mechanics lab UNSW)
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The Stokoe resonant column of UNSW and close-up view of the drive mechanism
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The advanced combined dynamic simple shear - dynamic triaxial of UNSW
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SEM image of recycled concrete aggregate (He & Senetakis, 2016, Soil Dynamics and Earthquake Engineering, 89, 208-218)
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The 4th year class of Advanced Foundation Engineering - City University of Hong Kong Civil Engineering stream (March 2017)
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The Hardin-type resonant column of UNSW: Li H., He H., Senetakis K., (2017). "Calibration exercise of a Hardin-type resonant column", Geotechnique, (accepted for publication – May 2017)
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The Hardin-type resonant column of UNSW: Senetakis, K. and He H., (2017). Dynamic characterization of a biogenic granular soil with a resonant column of fixed-partly fixed boundary conditions. Soil Dynamics and Earthquake Engineering, 95, 180-187.
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Capturing surface roughness and damage due to shearing for small sized grains applying white light interferometry (in collaboration with HKU): Senetakis K., Sandeep C.S., Todisco M.C. (2017). Dynamic inter-particle friction of crushed limestone surfaces, Tribology International, 111, 1-8.
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Full instrumentation of vertical and lateral bender elements with local strain sensors of triaxial specimen (Bishop & Wesley stress path apparatus of CityU): Li W. and Senetakis K., (2017). "Dynamic shear modulus of three reconstituted soils from Panzhihua iron tailing dam", Journal of Geo-Engineering (accepted for publication – May 2017).
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The effect of pre-loading and pre-shearing on the tangential stiffness of soil grain contacts: Sandeep C.S., Senetakis K., (2018). "Grain-Scale Mechanics of Quartz Sand under Normal and Tangential Loading", Tribology International, 117, 261-271.
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