MULTISCALE MODELING OF THE POROELASTIC PROPERTIES OF VARIOUS OIL-WELL CEMENT PASTES

被引:7
作者
Ghabezloo, Siavash [1 ]
机构
[1] Univ Paris Est, CERMES, Ecole Ponts ParisTech, Lab Navier, Marne La Vallee, France
关键词
Oil-well cement paste; poroelasticity; micromechanics; homogenization;
D O I
10.1142/S1756973710000412
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
Evaluation of the poroelastic properties of oil-well cement paste is essential for prediction of the performance of the cement sheath during the life of a well. A multiscale homogenization model is used to evaluate the poroelastic properties of different classes of oil-well cement paste. The model has been calibrated in a previous work based on the results of a laboratory study on a hardened class G cement paste. A hydration model is used to evaluate the volume fractions of different microstructure phases of cement paste based on the chemical composition of clinker and the water-to-cement ratio. Typical chemical compositions of API class A to class H oil-well cements with their corresponding water-to-cement ratios are used to evaluate the poroelastic parameters such as drained bulk modulus, Biot coefficient, Skempton coefficient, etc. The results show that the difference in the chemical compositions of these cements has not an important effect on the variations of the poroelastic properties. Contrarily, the water-to-cement ratio has an important effect on the variations of these parameters.
引用
收藏
页码:199 / 215
页数:17
相关论文
共 30 条
[1]   Influence of water-to-cement ratio on hydration kinetics: Simple models based on spatial considerations [J].
Bentz, DP .
CEMENT AND CONCRETE RESEARCH, 2006, 36 (02) :238-244
[2]   A multiscale mictomechanics-hydration model for the early-age elastic properties of cement-based materials [J].
Bernard, O ;
Ulm, FJ ;
Lemarchand, E .
CEMENT AND CONCRETE RESEARCH, 2003, 33 (09) :1293-1309
[3]   The effect of two types of C-S-H on the elasticity of cement-based materials: Results from nanoindentation and micromechanical modeling [J].
Constantinides, G ;
Ulm, FJ .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (01) :67-80
[4]   The nanogranular nature of C-S-H [J].
Constantinides, Georgios ;
Ulm, Franz-Josef .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2007, 55 (01) :64-90
[5]  
Dormieux L., 2006, MICROPOROMECHANICS
[6]   THE DETERMINATION OF THE ELASTIC FIELD OF AN ELLIPSOIDAL INCLUSION, AND RELATED PROBLEMS [J].
ESHELBY, JD .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1957, 241 (1226) :376-396
[7]  
FELDMAN RF, 1968, MATER STRUCT, V1, P509
[8]  
Ghabezloo S, 2008, THESIS
[9]   Micromechanics analysis of thermal expansion and thermal pressurization of a hardened cement paste [J].
Ghabezloo, Siavash .
CEMENT AND CONCRETE RESEARCH, 2011, 41 (05) :520-532
[10]   Association of macroscopic laboratory testing and micromechanics modelling for the evaluation of the poroelastic parameters of a hardened cement paste [J].
Ghabezloo, Siavash .
CEMENT AND CONCRETE RESEARCH, 2010, 40 (08) :1197-1210