Salinity effects on the erosion behaviour of MX-80 bentonite: A modelling approach

被引:8
作者
Asensio, Laura [1 ]
De la Morena, Gema [1 ]
Lopez-Vizcaino, Ruben [1 ]
Yustres, Angel [1 ]
Navarro, Vicente [1 ]
机构
[1] Univ Castilla La Mancha, Inst Technol, Campus Univ S-N, Cuenca 16071, Spain
关键词
Bentonite; Water salinity; Erosion; Coupled modelling; COMPACTED BENTONITE; SWELLING PRESSURES; WATER; CLAY;
D O I
10.1016/j.clay.2018.05.013
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The erosion behaviour of bentonites is influenced by the ions concentration to which they are exposed, which could lead to link the erodibility of bentonite to salinity. However, changes in salinity produce further changes in bentonite hydration and swelling that are not always considered. The aim of this work is to apply a numerical model to inspect the influence of salinity in the erosion behaviour of MX-80 bentonite, analysing the effect of swelling on erosion. To this end, a coupled hydro-chemo-mechanical and erosion model, which considers the expansive behaviour of bentonite as a function of salinity, and a hydro-mechanical model with a salinity-dependent erodibility coefficient are used to simulate pinhole erosion laboratory tests with saline waters. The results of the simulations illustrate that the influence of ion species concentration in the erosion behaviour of bentonites does not need a change in erodibility to be reproduced. On the contrary, they show that hydro-chemomechanical effects, and especially the changes that salinity induces in the swelling behaviour of bentonite, play a key role in erosion. Taking them into account leads to a more consistent formulation approach that can explain the observed behaviour, and, for that reason, such an approach is strongly recommended to analyse bentonite erosion processes.
引用
收藏
页码:494 / 504
页数:11
相关论文
共 50 条
[1]   Swell and compressibility characteristics of sand-bentonite mixtures inundated with liquids [J].
Alawaji, HA .
APPLIED CLAY SCIENCE, 1999, 15 (3-4) :411-430
[2]   A CONSTITUTIVE MODEL FOR PARTIALLY SATURATED SOILS [J].
ALONSO, EE ;
GENS, A ;
JOSA, A .
GEOTECHNIQUE, 1990, 40 (03) :405-430
[3]  
[Anonymous], 2015, COMSOL MULT REF MAN
[4]   Erosion of bentonite particles at the interface of a compacted bentonite and a fractured granite [J].
Baik, Min-Hoon ;
Cho, Won-Jin ;
Hahn, Pil-Soo .
ENGINEERING GEOLOGY, 2007, 91 (2-4) :229-239
[5]   The scaling law in the hole erosion test with a constant pressure drop [J].
Bonelli, Stephane ;
Brivois, Olivier .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2008, 32 (13) :1573-1595
[6]   Tracer diffusion in compacted, water-saturated bentonite [J].
Bourg, Ian C. ;
Sposito, Garrison ;
Bourg, Alain C. M. .
CLAYS AND CLAY MINERALS, 2006, 54 (03) :363-374
[7]   Clay, Water, and Salt: Controls on the Permeability of Fine-Grained Sedimentary Rocks [J].
Bourg, Ian C. ;
Ajo-Franklin, Jonathan B. .
ACCOUNTS OF CHEMICAL RESEARCH, 2017, 50 (09) :2067-2074
[8]  
Brooks R. H., 1964, HYDRAULIC PROPERTIES, DOI DOI 10.13031/2013.40684
[9]  
Cussler E.L. Diffusion., 1997, MASS TRANSFER FLUID, V2nd
[10]  
Dueck A., 2010, SKB TR-10-55