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May 6, 2026NDT0 citationsOpen Access

Coupled ESEM and XRD Analysis of Montmorillonite Hydration: Real-Time Swelling Quantification and Kinetic Characterization

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JKJ. Theo Kloprogge

Key Points

  • This research aims to better understand montmorillonite hydration dynamics and its implications for geotechnical applications.
  • In situ environmental scanning electron microscopy (ESEM) was combined with synchronized X-ray diffraction (XRD).
  • Pressure (4–5.3 Torr) and temperature conditions were controlled during the experiments.
  • The study measured the changes in basal spacing and direct visualization of water-clay interactions.
  • Single water-layer hydration produced ~19% aggregate swelling and two-layer hydration yielded ~32% swelling.
  • Rapid dehydration occurred within 3 minutes with complete equilibration by 15 minutes.
  • Hydration showed steeper pressure dependency compared to dehydration (slope of 2.7249 vs. 1.6702).

Abstract

Understanding the hydration dynamics of montmorillonite clay minerals is critical for predicting their behavior in geotechnical and environmental applications. However, prior ESEM studies have employed separate measurement techniques and lack synchronized multi-scale observations linking microscale aggregate morphology to nanoscale interlayer spacing, with kinetic timescales for clay equilibration remaining unknown. This study employs in situ environmental scanning electron microscopy (ESEM) combined with synchronized X-ray diffraction (XRD) to directly observe and quantify the hydration and dehydration processes of montmorillonite SWy-1 under controlled pressure and temperature conditions on the same sample. ESEM enabled direct visualization of water–clay interactions by precisely controlling chamber pressure (4–5.3 Torr), while synchronized XRD measured basal spacing (d001) changes. Key findings reveal: single water-layer hydration (1W) produces ~19% aggregate swelling and two-layer hydration (2W) yields ~32% swelling; rapid dehydration occurs within 3 min with complete equilibration by 15 min; hydration exhibits steeper pressure dependency (slope = 2.7249) compared to dehydration (slope = 1.6702), indicating thermodynamically driven water uptake but kinetically limited desorption; and water-adsorption isotherms exhibited type-H3 hysteresis. This dual-scale integration establishes practical timescales for clay equilibration and provides critical mechanistic insights for predicting clay behavior in geotechnical engineering and engineered barrier design.

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Cite This Study

J. Theo Kloprogge (2026) studied this question.

synapsesocial.com/papers/69faa2b504f884e66b533511https://doi.org/10.3390/ndt4020014
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