Experimental study of elastic properties of different constituents of partially saturated argillite using nano-indentation tests

被引:17
作者
Auvray, C. [1 ]
Arnold, G. [2 ]
Armand, G. [3 ]
机构
[1] Univ Lorraine, CNRS, CREGU, GeoRessources Lab, F-54518 Vandoeuvre Les Nancy, France
[2] Univ Haute Alsace, LPMT, F-68093 Mulhouse, France
[3] ANDRA, Direct Sci, Serv Mecan Fluides & Solides, F-55290 Bure, France
关键词
Argillite; Nano-indentation; Grid indentation technique; Instantaneous and deferred unloading modulus; Water saturation; DEPTH-SENSING INDENTATION; MODULUS; NANOINDENTATION;
D O I
10.1016/j.enggeo.2015.02.010
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Callovo-Oxfordian argillite, obtained from the ANDRA underground research laboratory in Meuse/Haute-Marne (France), is characterized as a multiphase material. The argillite is composed of carbonate inclusions (10-50 mu m) embedded in an argillaceous matrix (representing expanding clay minerals, such as smectites). The matrix itself is also multiphase, composed of clay aggregates of 1 pm-size carbonate and quartz inclusions. The high sensitivity of the mechanical behaviour of argillite to saturation is an important characteristic of this material as it has been previously demonstrated in macro-scale mechanical experiments performed under varying degrees of humidity. The study presented here consists of grids of nano-indentation tests performed under controlled saturation conditions. The influence of the load hold time before unloading has been studied. Series of indentations were performed without or with load hold, which led to consider instantaneous or deferred unloading moduli respectively. The experimental procedure employed allows the micro-mechanical properties of the different phases (matrix and inclusions) to be determined under controlled hydration and therefore under partially, saturated conditions. Several series of measurements were performed at relative humidity levels of 50%, 85%, 90% and 95%, and at a constant temperature of 20 degrees C. A statistical analysis enabled to discriminate the deferred unloading modulus of the different phases. At 50% humidity, we measured a mean deferred unloading modulus of 16 GPa for the clay matrix (a mean instantaneous unloading modulus of 13 GPa was observed for the clay matrix and moduli higher than 70 GPa were measured for the carbonate macro-inclusions). The mean deferred unloading modulus of the matrix appears to decrease with increasing saturation; at 95% humidity (near-saturation) it is less than 5 GPa. However, it was impossible to verify the instantaneous unloading modulus of the carbonate macro-indusions at this high-level of saturation. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:61 / 70
页数:10
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