A constitutive study of thermo-elastoplasticity of deep carbonatic clays

被引:3
|
作者
Hueckel, T [1 ]
Pellegrini, R
Del Olmo, C
机构
[1] Duke Univ, Dept Civil & Environm Engn, Durham, NC 27708 USA
[2] ISMES, Bergamo, Italy
[3] ENRESA, Madrid, Spain
关键词
carbonatic clays; thermo-plasticity; nuclear waste disposal; thermo-mechanical tests;
D O I
10.1002/(SICI)1096-9853(199807)22:7<549::AID-NAG927>3.0.CO;2-R
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Argillaceous masses considered for potential nuclear waste repositories may exhibit significant space variability in their carbonate content. This may affect mechanical clay properties, such as strength or maximum apparent preconsolidation stress known to strongly depend on carbonate content. This paper investigates experimentally the dependence of thermo-hydro-mechanical behaviour of clays on carbonate content. The properties investigated are thermal strains, thermally induced over-consolidation, strength changes, destructuration, and thermally developed water pressure in undrained conditions. The experimental data are analysed in terms of a thermo-elasto-plasticity theory for clays, being an extension of Cam-clay model, modified to include the variability of the carbonatic content. (C) 1998 John Wiley & Sons, Ltd.
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页码:549 / 574
页数:26
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