Geotechnical Analysis of Heat Exchanger Piles

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 137, Issue 10, 2011, Pages 890-902

  Knellwolf, Christoph ^a   Peron, Hervé ^a   Laloui, Lyesse ^a  

^a EPFL   (Switzerland)

Author keywords

Cooling; Foundation design; Heating; Pile foundations; Skin friction; Temperature effects; Thermal stress

Indexed keywords

BASE RESISTANCE; CALCULATION METHODS; CONCRETE FAILURE; CRITICAL DESIGN; EFFECTS OF TEMPERATURE; FOUNDATION DESIGN; GEOTECHNICAL; GEOTECHNICAL ANALYSIS; GEOTECHNICAL DESIGNS; GEOTECHNICAL PRACTICES; HEAT EXCHANGE SYSTEMS; IN-SITU EXPERIMENTS; IN-SITU MEASUREMENT; LOAD TRANSFER; MAIN EFFECT; PILE BEHAVIOR; PILE SHAFT; SECURITY FACTORS; STATIC BEHAVIORS; STRESS STRAIN STATE; TEST PILE;

BEHAVIORAL RESEARCH; DESIGN; FRICTION; HEAT EXCHANGERS; HEAT RESISTANCE; NUMERICAL ANALYSIS; NUMERICAL METHODS; PILE FOUNDATIONS; TEMPERATURE;

PILES;

COOLING; DEFORMATION; FOUNDATION; FRICTION; GEOTECHNICAL ENGINEERING; HEATING; LOADING; MATHEMATICAL ANALYSIS; NUMERICAL METHOD; PILE; SHAFT; STRESS-STRAIN RELATIONSHIP; TEMPERATURE EFFECT;

EID: 80155136692     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000513     Document Type: Article

References (21)

1. Amar S. Clarke B.G. F. Gambin M.P. Orr T.L. L. The application of pressuremeter test results to foundation design in Europe, Part 1: Predrilled pressuremeters/self-boring pressuremeters. International Society for Soil Mechanics and Foundation Engineering, European Regional Technical Committee, No. 1991, and A. A. Balkema, Rotterdam, Netherlands.
2. Armaleh S. Desai C.S. Load-deformation response of axially loaded piles. J. Geotech. Eng. 1987, 113(12):1483-1500. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1987)113:12(1483).
3. Bochon A. Les mesures de déformation des structures hyperstatiques: Le témoin sonore. Rev. Fr. Geotech. 1992, 60:41-50. 0181-0529, (in French).
4. Boennec O. Piling on the Energy. Geodrilling Int. 2009, (150):25-28. 0969-3769.
5. Bourne-Webb P.J. Amatya K. Soga K. Amis T. Davidson C. Payne P. Energy pile test at Lambeth College, London: Geotechnical and thermodynamic aspects of pile response to heat cycles. Géotechnique 2009, 59(3):237-248. GTNQA8, 0016-8505, 10.1680/geot.2009.59.3.237.
6. Cekerevac C. Laloui L. Experimental study of thermal effects on the mechanical behaviour of clay. Int. J. Numer. Anal. Methods Geomech. 2004, 28(3):209-228. IJNGDZ, 0363-9061, 10.1002/nag.332.
7. Coyle H.M. Reese L.C. Load transfer for axially loaded piles in clay. J. Soil Mech. and Found. Div. 1966, 92(2):1-26. JSFEAQ, 0044-7994.
8. Frank R. Kalteziotis N. Bustamante M. Christoulas S. Zervogiannis H. Evaluation of performance of two piles using pressuremeter method. J. Geotech. Eng. 1991, 117(5):695-713. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1991)117:5(695).
9. Frank R. Zhao S.R. Estimation par les paramétres pressiométriques de l'enfoncement sous charge axiale de pieux forés dans des sols fins. Bull. Liaison Lab. Ponts Chaussees 1982, 119:17-24. LBLLAE, 0458-5860, and (in French).
10. Hueckel T. Francois B. Laloui L. Explaining thermal failure in saturated clays. Géotechnique 2009, 59(3):197-212. GTNQA8, 0016-8505, 10.1680/geot.2009.59.3.197.
11. Lang H.J. Huder J. Bodenmechanik und Grundbau: Das Verhalten von Boden und die wichtigsten grundbaulichen Konzepte. 1978, and Springer, Berlin (in German).
12. Laloui L. Cekerevac C. Non-isothermal plasticity model for cyclic behaviour of soils. Int. J. Numer. Anal. Meth. Geomech. 2008, 32(5):437-460. 0363-9061, 10.1002/nag.629.
13. Laloui L. Moreni M. Vulliet L. Comportement d'un pieu bi-fonction, fondation et échangeur de chaleur. Can. Geotech. J. 2003, 40(2):388-402. CGJOAH, 0008-3674, 10.1139/t02-117, and (in French).
14. Laloui L. Nuth M. Vulliet L. Experimental and numerical investigations of the behaviour of heat exchanger pile. Int. J. Numer. Anal. Meth. Geomech. 2006, 30(8):763-781. 0363-9061, 10.1002/nag.499.
15. Legrand J. Millan A. Renault J. Régles techniques de conception et de calcul des fondations des ouvrages de génie civil. 1993, and Cahier des clauses techniques générales applicables aux marchés publics de travaux, Fascicule No 62-Titre, V, Ministére de l'équipement du logement et des transports, France (in French).
16. Marsland A. Randolph M.F. Comparisons of the results from pressuremeter tests and large in situ plate tests in London Clay. Géotechnique 1977, 27(2):217-243. GTNQA8, 0016-8505, 10.1680/geot.1977.27.2.217.
17. Randolph M.F. Wroth C.P. Analysis of deformation of vertically loaded piles. J. Geotech. Eng. 1978, 104(GT12):1465-1488. JGENDZ, 0733-9410.
18. Seed H.B. Reese L.C. The action of soft clay along friction piles. Trans. Am. Soc. Civ. Eng. 1957, 122:731-754. TACEAT, 0066-0604.
19. Silvani C. Nuth M. Laloui L. Peron H. Understanding the thermomechanical response of heat exchanger piles. Proc., 1st Int. Symp. on Computational Geomechanics (COMGEO I) 2009, 589-596. and Juan-les-Pins, France.
20. Nutzung der Erdwarme mit Fundationspfahlen und anderen erdberuhrten Betonbauteilen. Swiss Association of Engineers and Architects 2005, Swiss Association for Architects and Engineers (SIA), Dokumentation 0190, SIA, Bern, Switzerland (in German).
21. Software User's Manual, Programme FoXta Partie F: Module Taspie. 2009, TERRASOL, (Mar. 2009).