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From Coupling Second-Order Stresses to Understanding and Predicting the Structural Response of a Dioctahedral Smectite

Published online by Cambridge University Press:  22 January 2024

Chadha Mejri*
Affiliation:
Faculté des Sciences de Bizerte, LR19ES20, Ressources, Matériaux et Ecosystèmes (RME), Université de Carthage, 7021 Bizerte, Tunisie
Walid Oueslati
Affiliation:
Faculté des Sciences de Bizerte, LR19ES20, Ressources, Matériaux et Ecosystèmes (RME), Université de Carthage, 7021 Bizerte, Tunisie
Abdesslem Ben Haj Amara
Affiliation:
Faculté des Sciences de Bizerte, LR19ES20, Ressources, Matériaux et Ecosystèmes (RME), Université de Carthage, 7021 Bizerte, Tunisie
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Abstract

The employment of clay minerals in the transport of water, nutrients, and contaminants depends on a few factors, including permeability, hydration behavior, ion-exchange efficiency, and more. With the application of external stress, it is still difficult to understand how clay particles swell and collapse, how water is retained, how hydration heterogeneities are formed within crystallites, and how interlamellar space is organized. The present work studied the link between geochemical, thermal, kinetic constraints (established at the laboratory scale), and intrinsic clay features by exchanging Na-rich montmorillonite (SWy2) with Ni2+, Mg2+, or Zn2+ cations. By comparing the experimental 00l reflections with the calculated reflections obtained from the structural models, quantitative X-ray diffraction (XRD) analysis has enabled the building of a theoretical profile describing the layer stacking mode (LSM) and allowed the description of interlayer space (IS) configuration along the c* axis. Regardless of the type of the exchangeable cations (EC), XRD modeling revealed that all samples exhibited interstratified hydration behavior within the crystallite size, which probably indicates partial or incomplete saturation of the IS. This theoretical result was defined by the appearance of two hydration states (1W and 2W), which were unrelated to the strain strength creating a higher degree of structural heterogeneity. Using the theoretical decomposition of the observed XRD patterns, the identification of all distinct layer populations and their stacking mode was achieved. The segregated LSM are, therefore, obviously superior as a function of stress strength.

Information

Type
Original Paper
Copyright
Copyright © The Author(s), under exclusive licence to The Clay Minerals Society 2023
Figure 0

Fig. 1 Detail of the experimental protocol of the CEP under the effect of the second-order coupling of the applied constraints

Figure 1

Table 1 Experimental values of soil solution pH, temperature (T), and contact time (t) of the second-order constraint coupling applied

Figure 2

Table 2 The types of atoms, their number, and their z-positioning along the c* axis for the case of a TOT phyllosilicate

Figure 3

Fig. 2 Modeling of the experimental XRD patterns for the starting sample SWy-Na (Mejri et al., 2022) and the reference samples SWy-Ni, SWy-Mg, and SWy-Zn. (*) Halite, NaCl

Figure 4

Table 3 Qualitative X-ray analysis of the starting sample, SWy-Na (Mejri et al., 2022a, 2022b), and the reference samples SWy-Ni, SWy-Mg, and SWy-Zn

Figure 5

Table 4 Extraction of all structural parameters of the SWy-Na (Mejri et al., 2022a, 2022b), SWy-Ni, SWy-Mg, and SWy-Zn samples, via the modeling approach

Figure 6

Table 5 Qualitative X-ray analysis of the samples SWy-Ni, SWy-Mg, and SWy-Zn

Figure 7

Fig. 3 Modeling of the experimental XRD patterns for SWy-Ni samples. (*) Halite, NaCl

Figure 8

Table 6 Extraction of all structural parameters of the SWy-Ni, SWy-Mg, and SWy-Zn samples, via the modeling approach

Figure 9

Fig. 4 Modeling of the experimental XRD patterns for SWy-Mg samples. (*) Halite, NaCl

Figure 10

Fig. 5 Modeling of the experimental XRD patterns for SWy-Zn samples. (*) Halite, NaCl

Figure 11

Fig. 6 Summary of the water behavior of SWy-Ni, SWy-Mg, and SWy-Zn samples under the effect of second-order coupling stress applied as a function of IP and EN, via an XRD modeling approach (Shannon, 1976)

Figure 12

Fig. 7 Summary of the water behavior of SWy-Co, SWy-Cu, and SWy-Ba samples under the effect of first-order coupling stress applied as a function of IP and EN, via an XRD modeling approach (Mejri et al., 2022; Shannon, 1976)

Figure 13

Fig. 8 Limit of the CEP as a function of the electronegativity of the compensating cations (Mejri et al., 2022; Shannon, 1976)

Figure 14

Fig. 9 The evolution of the abundance of the nH2O as a function of the intensity of the external constraints applied for the SWy-Ni, SWy-Mg, and SWy-Zn series

Figure 15

Fig. 10 Graphical representation of weighting of hydration states (1W and 2W) obtained via a modeling approach of the XRD patterns for the SWy-Ni, SWy-Mg, and SWy-Zn series (color code: 1W - light brown and 2W - dark brown)

Figure 16

Fig. 11 Evolution of the M¯ value as a function of the intensity of the external constraint applied for the SWy-Ni, SWy-Mg, and SWy-Zn series

Figure 17

Table 7 Stacking modes hydration layers for the SWy-Ni, SWy-Mg, and SWy-Zn series