Interplay of Loading and Adsorption Controls Elastic Deformation of Clastic and Crystalline Rocks

Abstract Rock elasticity varies with both mechanical loading and moisture content. Studies to date have only examined each effect independently, although moisture interactions with pore walls are likely coupled to mechanical stress. Here, we present experimental data specifically collected in sandstone and granite under simultaneous control of cyclic loading alongside ambient humidity approaching saturated vapor. Adsorption can account for 40% reduction in Young's modulus, which reduces to 10% as uniaxial stress increases from below 1 MPa to below the elastic limit. The observation is explained by a micromechanical model linking grain‐scale contact stiffness to pore‐scale vapor adsorption, quantitatively capturing coupled stress‐induced stiffening and adsorption‐induced softening. The coupled behavior is interpreted as adsorption‐induced softening becoming inhibited under greater mechanical loads. Our results suggest the coupled effects are strongest at overburden stresses between 3.3 and 10.6 MPa (140–450 m) in sandstone and 6–30.3 MPa (235–1,200 m) in granite.

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Publication Details

Journal
Geophysical Research Letters
Published
2025-09-21
DOI
https://doi.org/10.1029/2025gl117126
Citations
2
Primary Topic
Hydraulic Fracturing and Reservoir Analysis
Type
article
Field-Weighted Citation Impact
1.43

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article

Interplay of Loading and Adsorption Controls Elastic Deformation of Clastic and Crystalline Rocks

Xiangyuan Peng, Y. Li, Rui Wu, Kerry Leith et al.
2 citations
Geophysical Research Letters
Hydraulic Fracturing and Reservoir Analysis
1.43
article

Interplay of Loading and Adsorption Controls Elastic Deformation of Clastic and Crystalline Rocks

Xiangyuan Peng, Y. Li, Rui Wu, Kerry Leith, Bing Q. Li, Fuqiang Gao, Paul Antony Selvadurai, Gennady Y. Gor, Qinghua Lei, Shuangyong Dong, Hongpu Kang
article en
2 citations

Abstract

Abstract Rock elasticity varies with both mechanical loading and moisture content. Studies to date have only examined each effect independently, although moisture interactions with pore walls are likely coupled to mechanical stress. Here, we present experimental data specifically collected in sandstone and granite under simultaneous control of cyclic loading alongside ambient humidity approaching saturated vapor. Adsorption can account for 40% reduction in Young's modulus, which reduces to 10% as uniaxial stress increases from below 1 MPa to below the elastic limit. The observation is explained by a micromechanical model linking grain‐scale contact stiffness to pore‐scale vapor adsorption, quantitatively capturing coupled stress‐induced stiffening and adsorption‐induced softening. The coupled behavior is interpreted as adsorption‐induced softening becoming inhibited under greater mechanical loads. Our results suggest the coupled effects are strongest at overburden stresses between 3.3 and 10.6 MPa (140–450 m) in sandstone and 6–30.3 MPa (235–1,200 m) in granite.

Geophysical Research LettersVol. 52(18)
New Jersey Institute of Technology (US), GNS Science (NZ), Uppsala University (SE), Western University (CA), Hebei University of Technology (CN), ETH Zurich (CH), CCTEG Shenyang Research Institute (CN), China Coal Research Institute (China) (CN)
China Coal Technology Engineering Group, National Natural Science Foundation of China, Ministry of Business, Innovation and Employment
Openalex Percentile: Top 17%
Hydraulic Fracturing and Reservoir Analysis
1.43
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