000226083 001__ 226083
000226083 005__ 20180913064213.0
000226083 037__ $$aCONF
000226083 245__ $$aThe role of thermally induced soil deformation on the serviceability of energy piles
000226083 269__ $$a2016
000226083 260__ $$c2016
000226083 336__ $$aConference Papers
000226083 520__ $$aThis paper investigates the impact of the thermally induced deformation of soil on the serviceability mechanical performance (i.e., deformation-related) of energy pile groups. The work is based on the results of a full-scale in-situ test that was performed over a typical time-scale of practical applications on a group of energy piles at the Swiss Tech Convention Centre, Lausanne, Switzerland, and on a series of 3-D thermo-mechanical finite element analyses that were carried out to predict the considered experiment. This study proves that the serviceability mechanical performance of energy pile groups crucially depends on the thermally induced deformation of soil. Considering this aspect in the analysis and design of energy piles is important because it profoundly characterizes the deformation of such foundations.
000226083 700__ $$0247851$$g235391$$aRotta Loria, Alessandro F.
000226083 700__ $$aLaloui, Lyesse$$g105611$$0240226
000226083 7112_ $$cLodz, Poland$$a17th French-Polish Colloquium of Soil and Rock Mechanics
000226083 773__ $$t17th French-Polish Colloquium of Soil and Rock Mechanics
000226083 909C0 $$xU10264$$0252080$$pLMS
000226083 909CO $$pconf$$pENAC$$ooai:infoscience.tind.io:226083
000226083 917Z8 $$x235391
000226083 937__ $$aEPFL-CONF-226083
000226083 973__ $$rREVIEWED$$sPUBLISHED$$aEPFL
000226083 980__ $$aCONF