The results of laboratory tests on chemo-mechanical interactions in kaolinite samples prepared with inorganic, salt, acid and base solutions are presented. In particular, the effects of the different solutions on the liquid limit, one-dimensional compressibility, permeability and residual shear strength are considered. Kaolinite proves relatively insensitive to salt solutions, whereas variations in pore fluid pH cause large strength changes, associated with non-negligible changes in one-dimensional compressibility. The partly inconsistent effects induced by acids and bases on the residual shear strength and on the one-dimensional compressibility do not permit any easy interpretation of the experimental evidence. Mineral dissolution and the associated formation of new compounds are probably involved in the behaviour observed. These aspects will be investigated in part 2 of this paper.
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June 2011
Research Article|
June 01 2011
Chemo-mechanical effects in kaolinite. Part 1: prepared samples
A.S. WAHID;
A.S. WAHID
*
* Dipartimento di Ingegneria dei Materiali, Università di Trento, Trento, Italy
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A. GAJO;
A. GAJO
†
† Dipartimento di Ingegneria Meccanica e Strutturale, Università di Trento, Trento, Italy
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R. DI MAGGIO
R. DI MAGGIO
*
* Dipartimento di Ingegneria dei Materiali, Università di Trento, Trento, Italy
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* Dipartimento di Ingegneria dei Materiali, Università di Trento, Trento, Italy
† Dipartimento di Ingegneria Meccanica e Strutturale, Università di Trento, Trento, Italy
Publisher: Emerald Publishing
Received:
May 13 2008
Accepted:
February 19 2010
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2011 Thomas Telford Ltd
2011
Geotechnique (2011) 61 (6): 439–447.
Article history
Received:
May 13 2008
Accepted:
February 19 2010
Citation
WAHID A, GAJO A, DI MAGGIO R (2011), "Chemo-mechanical effects in kaolinite. Part 1: prepared samples". Geotechnique, Vol. 61 No. 6 pp. 439–447, doi: https://doi.org/10.1680/geot.8.P.067
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