Swelling Behavior in Clay-Sulfate Rock Systems

Summary

The swelling of clay-sulfate rock systems is controlled by two interconnected processes: the hydration of anhydrite to gypsum and the imbibition of water by clay minerals. The former reaction induces a marked volume increase due to the higher molar volume of gypsum, while the latter involves the expansion of clay lattices and the development of substantial swelling pressures. Together, these processes can lead to ground heave, tunnel lining distress, foundation uplift and damage to subsurface infrastructure. Hydro-mechanical coupling plays a key role, as water transport, chemical reactions and mechanical deformation occur simultaneously over timescales ranging from months to decades. A diverse suite of constitutive models—from semi-logarithmic and sigmoidal swelling laws to chemo-mechanical formulations—has been developed to simulate laboratory oedometer tests and field observations. Sensitivity analyses highlight the importance of maximum swelling pressure, diffusion properties and initial porosity in controlling long-term behaviour. Practical applications of this research include improved risk assessments for urban subsidence, rational design of tunnel linings in anhydritic formations and mitigation strategies for geothermal drilling in clay-sulfate sequences.

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Swelling Behavior in Clay-Sulfate Rock Systems publication trend

The graph below shows the total number of articles in swelling behavior in clay-sulfate rock systems across all publications each year (not limited to Nature Index journals).

Technical terms

Anhydrite: An anhydrous calcium sulfate mineral (CaSO₄) that hydrates to form gypsum.

Gypsum: A hydrated calcium sulfate mineral (CaSO₄·2H₂O) produced by the hydration of anhydrite, associated with volume increase.

Swelling pressure: The stress generated when a rock or soil expands upon hydration under constrained conditions.

Hydro-mechanical model: A coupled numerical framework that simultaneously simulates fluid flow, chemical reactions and mechanical deformation.

Oedometer test: A laboratory method measuring one-dimensional deformation of a specimen under controlled vertical load.

Diffusion coefficient: A parameter describing the rate at which ions or molecules move through the pore fluid of a rock or soil.

References

  1. Comparative evaluation of hydro-mechanical models in swelling of clay-sulfate rocks: Case study of staufen, Germany. Computers and Geotechnics (2024).
  2. A Hydro-mechanical Approach to Model Swelling Tests of Clay-Sulfate Rocks. Rock Mechanics and Rock Engineering (2023).
  3. Experimental investigation into the effect of porosity on the strains developing during anhydrite to gypsum transformation. Geomechanics for Energy and the Environment (2024).

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