Influence of effective stress and temperature on the creep behavior of a saturated compacted clayey soil

Geomechanics for Energy and the Environment - Tập 17 - Trang 106-114 - 2019
Zayad Kaddouri1, Olivier Cuisinier1, Farimah Masrouri1
1LEMTA, Laboratoire d‘Énergétique et de Mécanique Théorique et Appliquée, (UMR 7563), CNRS - Université de Lorraine, 54505 Vandœuvre-lès-Nancy, France

Tài liệu tham khảo

Lerouge, 2018, A deep alteration and oxidation profile in a shallow clay aquitard: Example of the Tégulines Clay, East Paris Basin, France, Geofluids, 2018, 1, 10.1155/2018/1606753 Ladd, 1977, Stress-deformation and strength characteristics. State-of-the-Art Report, 421 Šuklje, 1957, The analysis of the consolidation process by the isotaches method, 200 Bjerrum, 1967, Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings, Géotechnique, 17, 81, 10.1680/geot.1967.17.2.83 Mesri, 1977, Time and stress compressibility interrelationship, J Geotech Geoenviron Eng, 103, 417 Leroueil, 1985, Stress–strain–strain rate relation for the compressibility of sensitive natural clays, Géotechnique, 35, 159, 10.1680/geot.1985.35.2.159 Yin, 1999, Elastic viscoplastic modelling of the time-dependent stress–strain behaviour of soils, Can Geotech J, 36, 736, 10.1139/t99-042 Grimstad, 2010, Modeling creep and rate effects in structured anisotropic soft clays, Acta Geotech., 5, 69, 10.1007/s11440-010-0119-y Karim, 2014, Review of constitutive models for describing the time dependent behaviour of soft clays, Geomech Geoengin Int J, 9, 36, 10.1080/17486025.2013.804212 Börgesson, 2006, Canister displacement in KBS-3V. A theoretical study (No. SKB-TR-06-04) Singh, 1968, General stress–strain-time function for soils, Soil Mech Found Div, 94, 21, 10.1061/JSFEAQ.0001084 Green, 1969, 49 Tavenas, 1978, Creep behaviour of an undisturbed lightly overconsolidated clay, Can Geotech J, 15, 402, 10.1139/t78-037 Graham, 1983, Time effects on the stress –strain behaviour of natural soft clays, Géotechnique, 33, 327, 10.1680/geot.1983.33.3.327 Leroueil, 1985, Stress—strain—strain rate relation for the compressibility of sensitive natural clays, Géotechnique, 35, 159, 10.1680/geot.1985.35.2.159 Olson, 1989, 99 Suneel, 2008, Compressibility characteristics of Korean marine clay, Mar Georesour Geotechnol, 26, 111, 10.1080/10641190802022478 Mesri, 1985, The uniqueness of the end-of- primary (EOP) void ratio-effective stress relationship, 587 Mesri, 1987, Cα/Cc concept and K0 during secondary compression, J Geotech Eng, 113, 230, 10.1061/(ASCE)0733-9410(1987)113:3(230) Walker, 1968, The prediction of consolidation rates in a cemented clay, Can Geotechncial J, 5, 192, 10.1139/t68-022 Mesri, 1997, Secondary compression of peat with or without surcharging, J Geotech Geoenviron Eng, 135, 411, 10.1061/(ASCE)1090-0241(1997)123:5(411) Walker, 1969, Secondary settlement in sensitive clays: Discussion, Can Geotech J, 6, 219, 10.1139/t69-021 Powell, 2012, Time-dependent behaviour of the Bearpaw Shale in oedometric loading and unloading, Can Geotech J, 49, 427, 10.1139/t2012-004 Feng, 2001, Consolidation behavior of a soft mud treated with small cement content, Eng Geol, 59, 327, 10.1016/S0013-7952(01)00021-7 Deng, 2012, An experimental study on the secondary deformation of Boom clay, Appl Clay Sci, 59–60, 19, 10.1016/j.clay.2012.02.001 Eriksson, 1992, 151 Leroueil, 2006, The isotache approach. Where are we 50 years after its development by Professor Šuklje? (2006 Prof. Šuklje’s Memorial Lecture), 55 Boudali, 1994, Viscous behaviour of natural clays, 411 Marques, 2004, Viscous behaviour of St-Roch-de-l’Achigan clay, Quebec, Can Geotech J, 41, 25, 10.1139/t03-068 1993, AFNOR. NF P94-051 - Sols: reconnaissance et essais: Détermination des limites d’Atterberg - Limite de liquidité à la coupelle - Limite de plasticité au rouleau, Assoc. Française Norm. Paris, Fr. 1999, AFNOR. NF P94-093 - Sols: Reconnaissance et essais : Détermination des références de compactage d ’un matériau. Essai Proctor Normal - Essai Proctor Modifié, Assoc. Française Norm. Paris, Fr. ASTM, 2006 2000, GTR. Réalisation des remblais et des couches de forme Jarad, 2016, 183 1997, AFNOR. XP P94-090-1 - Sols : reconnaissance et essais - Essai oedométrique - Partie 1 : essai de compressibilité sur matériaux fins quasi saturés avec chargement par paliers, Assoc. Française Norm. Paris, Fr. Andra, 2012, Etude des scenarios de gestion a long terme des dechets de faible activite massique a vie longue, 56 2015, Andra. Projet de stockage de déchets radioactifs de faible activité massique à vie longue (FA-VL) Khemissa, 2018, Laboratory investigation on the behaviour of an overconsolidated expansive clay in intact and compacted states, Transp Geotech, 14, 157, 10.1016/j.trgeo.2017.12.003 Picarelli, 2010, Deterioration processes of hard clays and clay shales, Geol Soc London Eng Geol Spec Publ, 23, 15 Weimin, 2014, Effects of salt solutions on the hydro-mechanical behavior of compacted GMZ01 Bentonite, Environ Earth Sci, 72, 2621, 10.1007/s12665-014-3169-x Tang, 2010, Experimental study on hydro-mechanical coupling behaviours of highly compacted expansive clay, J Rock Mech Geotech Eng, 2, 39 Campanella, 1968, Influence of temperature variations on soil behavior, J Soil Mech Found Div ASCE, 94, 709, 10.1061/JSFEAQ.0001136 Mohajerani, 2011, Oedometric compression and swelling behaviour of the Callovo-Oxfordian argillite, Int J Rock Mech Min Sci, 48, 606, 10.1016/j.ijrmms.2011.02.016 Crisci, 2017, One Dimensional Consolidation of Opalinus Clay from Shallow Depth, 338 Tidfors, 1989, Temperature effect on preconsolidation pressure, Geotech Test J GTJODJ, 12, 93, 10.1520/GTJ10679J Moritz, 1995, Geotechnical Properties of Clay at Elevated Temperatures, 69 Cekerevac, 2002, Dependency law for thermal evolution of preconsolidation pressure, 687 Shariatmadari, 2011, The effect of elevated temperature on compressibility and swelling of bentonite-sand mixtures, Electron J Geotech Eng, 16 B, 137 Laloui, 2008, Numerical simulation of the non-isothermal mechanical behaviour of soils, Comput Geotech, 35, 729, 10.1016/j.compgeo.2007.11.007 Cui, 2000, Thermomechanical model for saturated clays, Can Geotech J, 37, 607, 10.1139/t99-111 Hueckel, 1990, Thermoplasticity of saturaed clays: constitutive equations, J Geotech Eng, 116, 1765, 10.1061/(ASCE)0733-9410(1990)116:12(1765) Akagi, 1995, Constant rate of strain consolidation properties of clayey soil at high temperature, 3