{"title":"Damage behaviour of MX80 bentonite pellet in mixture under suction-controlled oedometer compression","authors":"Jin-Wen Yang, Yu-Jun Cui, Nadia Mokni, Hao Wang","doi":"10.1007/s12665-025-12218-z","DOIUrl":null,"url":null,"abstract":"<div><p>In order to investigate the damage behaviour of MX80 bentonite pellet in mixture, suction-controlled oedometer tests were conducted using vapor equilibrium technique (VET). After wetted to different suctions (113 to 4.2 MPa) at a given vertical stress <i>σ</i><sub>v</sub> of 0.1 MPa, MX80 bentonite pellet/powder mixtures were loaded in steps till different <i>σ</i><sub>v</sub> values (0.1, 3.2 and 12.8 MPa), then instantaneously unloaded. The damage behaviour was studied on pellets using Micro-Computed Tomography (micro-CT) and Mercury Intrusion Porosimetry (MIP), due to the difficulty of extruding loose bentonite mixture as a whole at high suctions. MIP results showed that significant cracks occurred during wetting (suction decreasing), while cracking evolution during loading was more complex due to the coupled effects of suction and loading. At high suctions (<i>s</i> ≥ 57 MPa), cracks continuously propagated during loading, as opposed to the consistent crack closure at low suction (4.2 MPa). For intermediate suctions between 38 and 9 MPa, cracks propagated in the low stress range (0.1 to 3.2 MPa), while closed in the low stress range (3.2 to 12.8 MPa). In addition, micro-CT images revealed that due to wetting thin cracks preferentially occurred in the marginal area of pellets because wetting started from this area. By contrast, loading mainly generated extended cracks in pellets, which propagated from the centre to the border. Based on the experimental results, a damage coefficient <i>D</i> proposed to quantify the wetting- and loading-induced damage. This coefficient was defined as the ratio of the macro-pore volume to the total volume in pellet. It appears that <i>D</i> increased with the decrease of suction. During loading, <i>D</i> consistently increased at high suctions (<i>s</i> ≥ 57 MPa), as opposed to the lowest suction (4.2 MPa). However, at medium suctions (38 to 9 MPa), <i>D</i> increased at the low stress level, but decreased at the high stress level.</p></div>","PeriodicalId":542,"journal":{"name":"Environmental Earth Sciences","volume":"84 8","pages":""},"PeriodicalIF":2.8000,"publicationDate":"2025-04-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Environmental Earth Sciences","FirstCategoryId":"93","ListUrlMain":"https://link.springer.com/article/10.1007/s12665-025-12218-z","RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENVIRONMENTAL SCIENCES","Score":null,"Total":0}
引用次数: 0
Abstract
In order to investigate the damage behaviour of MX80 bentonite pellet in mixture, suction-controlled oedometer tests were conducted using vapor equilibrium technique (VET). After wetted to different suctions (113 to 4.2 MPa) at a given vertical stress σv of 0.1 MPa, MX80 bentonite pellet/powder mixtures were loaded in steps till different σv values (0.1, 3.2 and 12.8 MPa), then instantaneously unloaded. The damage behaviour was studied on pellets using Micro-Computed Tomography (micro-CT) and Mercury Intrusion Porosimetry (MIP), due to the difficulty of extruding loose bentonite mixture as a whole at high suctions. MIP results showed that significant cracks occurred during wetting (suction decreasing), while cracking evolution during loading was more complex due to the coupled effects of suction and loading. At high suctions (s ≥ 57 MPa), cracks continuously propagated during loading, as opposed to the consistent crack closure at low suction (4.2 MPa). For intermediate suctions between 38 and 9 MPa, cracks propagated in the low stress range (0.1 to 3.2 MPa), while closed in the low stress range (3.2 to 12.8 MPa). In addition, micro-CT images revealed that due to wetting thin cracks preferentially occurred in the marginal area of pellets because wetting started from this area. By contrast, loading mainly generated extended cracks in pellets, which propagated from the centre to the border. Based on the experimental results, a damage coefficient D proposed to quantify the wetting- and loading-induced damage. This coefficient was defined as the ratio of the macro-pore volume to the total volume in pellet. It appears that D increased with the decrease of suction. During loading, D consistently increased at high suctions (s ≥ 57 MPa), as opposed to the lowest suction (4.2 MPa). However, at medium suctions (38 to 9 MPa), D increased at the low stress level, but decreased at the high stress level.
期刊介绍:
Environmental Earth Sciences is an international multidisciplinary journal concerned with all aspects of interaction between humans, natural resources, ecosystems, special climates or unique geographic zones, and the earth:
Water and soil contamination caused by waste management and disposal practices
Environmental problems associated with transportation by land, air, or water
Geological processes that may impact biosystems or humans
Man-made or naturally occurring geological or hydrological hazards
Environmental problems associated with the recovery of materials from the earth
Environmental problems caused by extraction of minerals, coal, and ores, as well as oil and gas, water and alternative energy sources
Environmental impacts of exploration and recultivation – Environmental impacts of hazardous materials
Management of environmental data and information in data banks and information systems
Dissemination of knowledge on techniques, methods, approaches and experiences to improve and remediate the environment
In pursuit of these topics, the geoscientific disciplines are invited to contribute their knowledge and experience. Major disciplines include: hydrogeology, hydrochemistry, geochemistry, geophysics, engineering geology, remediation science, natural resources management, environmental climatology and biota, environmental geography, soil science and geomicrobiology.