By Frank Wuttke, Sebastian bauer Marcelo Sanchez
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Extra resources for Energy Geotechnics
Hueckel, 2002, Electrochemo-mechanical coupling in saturated porous media: elasto-plastic behaviour of heteroionic expansive clays, International Journal of Solids and Structures, 39, 4327– 4362. Guo R. and T. Hueckel, 2015, Silica polymer bonding of stressed silica grains: an early growth of intergranular tensile strength, Geomechanics for Energy and the Environment, v. 1, 1, 48–59. Guo R. and T. Hueckel, 2013, Growth of Silica Polymer Micro-Structures within Stressed Intergranular Contacts in Sands: A Chemo-Mechanical Coupling, Geotechnique SIP 2013, 63, 4, 322–330.
Geotech, 34(4):306–327. 34 Energy Geotechnics – Wuttke, Bauer & Sánchez (Eds) © 2016 Taylor & Francis Group, London, ISBN 978-1-138-03299-6 Thermomechanical properties of a new small-scale reinforced concrete thermo-active pile for centrifuge testing A. K. Leung, D. A. Knappett University of Dundee, Dundee, Scotland, UK ABSTRACT: The use of thermo-active geo-structures has been recognised to be a sustainable engineering solution that can reduce carbon emissions from civil infrastructure. Physical modelling in a geotechnical centrifuge has been increasingly used to study the behaviour of this kind of geo-structures and their interaction with the surrounding soil under cyclic heating/cooling loads.
Distribution of the silica sand and copper powder were measured using a laser diffraction analyser. The results are compared in Fig. 1. It can be seen that both the sand and copper powder were uniformly graded, and that the size of copper powder was finer than that of the sand. 2 Thermomechanical properties of the new model concrete In order to investigate the effects of the copper powder content on the thermal conductivity of the model concrete, a series of laboratory testing was carried out using a hot-box apparatus developed by Jones et al.