Jinwoo Kim , Alessio Ferrari , Russell Ewy , Lyesse Laloui
{"title":"天然气页岩的保水行为:润湿性控制的水饱和度和各向异性的水力学响应","authors":"Jinwoo Kim , Alessio Ferrari , Russell Ewy , Lyesse Laloui","doi":"10.1016/j.ijrmms.2025.106061","DOIUrl":null,"url":null,"abstract":"<div><div>Gas shales are fine-grained, organic-rich sedimentary geomaterials with ultra-low permeability requiring hydraulic stimulation for gas extraction. Characterizing their water retention behavior is critical for predicting hydromechanical behavior and fluid flow, yet it remains challenging due to their complex pore network and mixed wettability. This study investigates the water retention behavior of a gas shale through comprehensive characterization and laboratory tests, where water content and strains both perpendicular and parallel to the bedding plane were measured over two wetting-drying cycles. The results suggest that the coexistence of hydrophilic clay minerals and hydrophobic organic matter limits water access to parts of the pore and microcrack network, resulting in incomplete saturation even at a null suction. Three water retention models were modified by introducing an additional parameter to account for this wettability effect, among which the van Genuchten model provided the best overall fit. The fitted curves revealed a surprisingly low air entry value, underscoring the role of percolated hydrophobic networks in facilitating gas flow. The swelling strains indicated irreversible opening of bedding-parallel microcracks. The shrinkage strains were reversible, better representing the elastic hydromechanical anisotropy. Comparisons with other shales revealed that shrinkage anisotropy correlates more strongly with burial depth than with clay fraction, suggesting that compaction and diagenesis may play a more critical role than the amount of clay. Wettability may reduce the impact of pores and microcracks on shrinkage anisotropy. These findings emphasize the need for advanced constitutive models for gas shales that incorporate the observed wettability-controlled water saturation and hydromechanical anisotropy.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"188 ","pages":"Article 106061"},"PeriodicalIF":7.0000,"publicationDate":"2025-02-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Water retention behavior of a gas shale: Wettability-controlled water saturation and anisotropic hydromechanical response\",\"authors\":\"Jinwoo Kim , Alessio Ferrari , Russell Ewy , Lyesse Laloui\",\"doi\":\"10.1016/j.ijrmms.2025.106061\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Gas shales are fine-grained, organic-rich sedimentary geomaterials with ultra-low permeability requiring hydraulic stimulation for gas extraction. Characterizing their water retention behavior is critical for predicting hydromechanical behavior and fluid flow, yet it remains challenging due to their complex pore network and mixed wettability. This study investigates the water retention behavior of a gas shale through comprehensive characterization and laboratory tests, where water content and strains both perpendicular and parallel to the bedding plane were measured over two wetting-drying cycles. The results suggest that the coexistence of hydrophilic clay minerals and hydrophobic organic matter limits water access to parts of the pore and microcrack network, resulting in incomplete saturation even at a null suction. Three water retention models were modified by introducing an additional parameter to account for this wettability effect, among which the van Genuchten model provided the best overall fit. The fitted curves revealed a surprisingly low air entry value, underscoring the role of percolated hydrophobic networks in facilitating gas flow. The swelling strains indicated irreversible opening of bedding-parallel microcracks. The shrinkage strains were reversible, better representing the elastic hydromechanical anisotropy. Comparisons with other shales revealed that shrinkage anisotropy correlates more strongly with burial depth than with clay fraction, suggesting that compaction and diagenesis may play a more critical role than the amount of clay. Wettability may reduce the impact of pores and microcracks on shrinkage anisotropy. These findings emphasize the need for advanced constitutive models for gas shales that incorporate the observed wettability-controlled water saturation and hydromechanical anisotropy.</div></div>\",\"PeriodicalId\":54941,\"journal\":{\"name\":\"International Journal of Rock Mechanics and Mining Sciences\",\"volume\":\"188 \",\"pages\":\"Article 106061\"},\"PeriodicalIF\":7.0000,\"publicationDate\":\"2025-02-23\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Rock Mechanics and Mining Sciences\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S1365160925000383\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Rock Mechanics and Mining Sciences","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1365160925000383","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Water retention behavior of a gas shale: Wettability-controlled water saturation and anisotropic hydromechanical response
Gas shales are fine-grained, organic-rich sedimentary geomaterials with ultra-low permeability requiring hydraulic stimulation for gas extraction. Characterizing their water retention behavior is critical for predicting hydromechanical behavior and fluid flow, yet it remains challenging due to their complex pore network and mixed wettability. This study investigates the water retention behavior of a gas shale through comprehensive characterization and laboratory tests, where water content and strains both perpendicular and parallel to the bedding plane were measured over two wetting-drying cycles. The results suggest that the coexistence of hydrophilic clay minerals and hydrophobic organic matter limits water access to parts of the pore and microcrack network, resulting in incomplete saturation even at a null suction. Three water retention models were modified by introducing an additional parameter to account for this wettability effect, among which the van Genuchten model provided the best overall fit. The fitted curves revealed a surprisingly low air entry value, underscoring the role of percolated hydrophobic networks in facilitating gas flow. The swelling strains indicated irreversible opening of bedding-parallel microcracks. The shrinkage strains were reversible, better representing the elastic hydromechanical anisotropy. Comparisons with other shales revealed that shrinkage anisotropy correlates more strongly with burial depth than with clay fraction, suggesting that compaction and diagenesis may play a more critical role than the amount of clay. Wettability may reduce the impact of pores and microcracks on shrinkage anisotropy. These findings emphasize the need for advanced constitutive models for gas shales that incorporate the observed wettability-controlled water saturation and hydromechanical anisotropy.
期刊介绍:
The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.