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2018 | OriginalPaper | Buchkapitel

Effects of Pore-Water Chemistry on the Behaviour of Unsatuarted Clays

verfasst von : X. Lei, H. Wong, A. Fabbri, A. Limam, Y. M. Cheng

Erschienen in: Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures

Verlag: Springer Singapore

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Abstract

Due to their various applications in geo-environmental engineering, such as in landfill and nuclear waste disposals, the coupled chemo-hydro-mechanical analysis of expansive soils has gained more and more attention recently. These expansive soils are usually unsaturated under field conditions; therefore the capillary effects need to be taken into account appropriately. For this purpose, based on a rigorous thermodynamic framework [2], the authors have extended the chemo-mechanical model of Loret el al. [5] for saturated homoionic expansive soils to the unsaturated case [3]. This chemo-mechanical unsaturated model is subsequently applied to simulate the behaviour of triaxial samples subject to combined chemo-mechanical loadings under laboratory conditions to investigate its precision and pertinence in view of future refinements.

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Literatur
1.
2.
Zurück zum Zitat Lei, X., Wong, H., Fabbri, A., Limam, A., Cheng, Y.M.: A thermo-chemo-electro-mechanical framework of unsaturated expansive clays. Comput. Geotech. 62, 175–192 (2014)CrossRef Lei, X., Wong, H., Fabbri, A., Limam, A., Cheng, Y.M.: A thermo-chemo-electro-mechanical framework of unsaturated expansive clays. Comput. Geotech. 62, 175–192 (2014)CrossRef
3.
Zurück zum Zitat Lei, X.: Theoretical modelling of coupled chemo-hydro-mechanical behaviour of unsaturated expansive clays. Ph.D. thesis, INSA-Lyon/ENTPE (2015) Lei, X.: Theoretical modelling of coupled chemo-hydro-mechanical behaviour of unsaturated expansive clays. Ph.D. thesis, INSA-Lyon/ENTPE (2015)
5.
Zurück zum Zitat Loret, B., Hueckel, T., Gajo, A.: Chemo-mechanical coupling in saturated porous media: elastic–plastic behaviour of homoionic expansive clays. Int. J. Solids Struct. 39, 2773–2806 (2002)CrossRefMATH Loret, B., Hueckel, T., Gajo, A.: Chemo-mechanical coupling in saturated porous media: elastic–plastic behaviour of homoionic expansive clays. Int. J. Solids Struct. 39, 2773–2806 (2002)CrossRefMATH
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Zurück zum Zitat Gajo, A., Loret, B.: Finite element simulations of chemo-mechanical coupling in elastic–plastic homoionic expansive clays. Comput. Methods Appl. Mech. Eng. 192, 31–32 (2003)CrossRefMATH Gajo, A., Loret, B.: Finite element simulations of chemo-mechanical coupling in elastic–plastic homoionic expansive clays. Comput. Methods Appl. Mech. Eng. 192, 31–32 (2003)CrossRefMATH
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Zurück zum Zitat Guimarães, L., Gens, A., Sanchez, M., Olivella, S.: A chemo-mechanical constitutive model accounting for cation exchange in expansive clays. Geotechique 63, 2 (2013) Guimarães, L., Gens, A., Sanchez, M., Olivella, S.: A chemo-mechanical constitutive model accounting for cation exchange in expansive clays. Geotechique 63, 2 (2013)
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Zurück zum Zitat Liu, Z., Boukpeti, N., Li, X., Collin, F.: Modelling chemo-hydro-mechanical behaviour of unsaturated clays: a feasibility study. IJNAG 29, 919–940 (2005)MATH Liu, Z., Boukpeti, N., Li, X., Collin, F.: Modelling chemo-hydro-mechanical behaviour of unsaturated clays: a feasibility study. IJNAG 29, 919–940 (2005)MATH
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Zurück zum Zitat Mokni, N., Romero, E., Olivella, S.: Chemo-hydro-mechanical behaviour of compacted Boom Clay: joint effects of osmotic and matric suctions. Geotechnique 64, 681–693 (2014)CrossRef Mokni, N., Romero, E., Olivella, S.: Chemo-hydro-mechanical behaviour of compacted Boom Clay: joint effects of osmotic and matric suctions. Geotechnique 64, 681–693 (2014)CrossRef
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Zurück zum Zitat Mokni, N.: Ph.D. thesis. Universitat Politècnica de Catalunya (2014) Mokni, N.: Ph.D. thesis. Universitat Politècnica de Catalunya (2014)
Metadaten
Titel
Effects of Pore-Water Chemistry on the Behaviour of Unsatuarted Clays
verfasst von
X. Lei
H. Wong
A. Fabbri
A. Limam
Y. M. Cheng
Copyright-Jahr
2018
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-10-6713-6_71