Cuigang Chen , Zilong Zhou , Xin Cai , Jifeng Yuan , Peiyu Wang , Fanjunhui Mo , Chunping Lin
{"title":"饱和岩石低温动态断裂行为研究及断裂韧性修正模型的建立","authors":"Cuigang Chen , Zilong Zhou , Xin Cai , Jifeng Yuan , Peiyu Wang , Fanjunhui Mo , Chunping Lin","doi":"10.1016/j.engfailanal.2025.110093","DOIUrl":null,"url":null,"abstract":"<div><div>Rocks in high-altitude cold regions are subjected to prolonged subzero temperatures and intense diurnal temperature variations, leading to complex fracture behaviors that threaten slope stability and engineering safety. To investigate the dynamic fracture characteristics and underlying microscopic mechanisms of saturated rocks under different freezing conditions, dynamic tests were conducted on marble, granite, and sandstone using a Split Hopkinson Pressure Bar (SHPB) system combined with high-speed photography and digital image correlation (DIC). Scanning electron microscopy (SEM) was used to observe fracture surface morphology at various subzero temperatures. Based on the experimental results, an empirical fracture toughness correction model was proposed, integrating the dual effects of freezing-induced densification and frost heave damage. The results reveal significant lithological differences in fracture responses: the fracture toughness and energy of marble and granite peak near –10 °C and then decrease, while sandstone shows a continuous increase as temperature drops. Crack propagation velocity also exhibits strong temperature dependence, peaking at –10 °C for marble and granite, and rising steadily for sandstone. Subzero temperatures promote roughening and increased frost-induced cracking in marble and granite, especially below –10 °C, while sandstone shows a densification trend with noticeable frost cracking only at –40 °C. The fracture behavior of porous sandstone is mainly governed by pore ice formation, while dense granite and marble are primarily affected by thermal contraction. The proposed model achieves high fitting accuracy across all rock types, effectively capturing the complex evolution of fracture toughness under freezing conditions. This study provides theoretical support for understanding rock fracture in cold-region slopes and contributes to stability evaluation and engineering design.</div></div>","PeriodicalId":11677,"journal":{"name":"Engineering Failure Analysis","volume":"182 ","pages":"Article 110093"},"PeriodicalIF":5.7000,"publicationDate":"2025-09-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study on the subzero temperature dynamic fracture behavior of saturated rocks and development of a fracture toughness modified model\",\"authors\":\"Cuigang Chen , Zilong Zhou , Xin Cai , Jifeng Yuan , Peiyu Wang , Fanjunhui Mo , Chunping Lin\",\"doi\":\"10.1016/j.engfailanal.2025.110093\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Rocks in high-altitude cold regions are subjected to prolonged subzero temperatures and intense diurnal temperature variations, leading to complex fracture behaviors that threaten slope stability and engineering safety. To investigate the dynamic fracture characteristics and underlying microscopic mechanisms of saturated rocks under different freezing conditions, dynamic tests were conducted on marble, granite, and sandstone using a Split Hopkinson Pressure Bar (SHPB) system combined with high-speed photography and digital image correlation (DIC). Scanning electron microscopy (SEM) was used to observe fracture surface morphology at various subzero temperatures. Based on the experimental results, an empirical fracture toughness correction model was proposed, integrating the dual effects of freezing-induced densification and frost heave damage. The results reveal significant lithological differences in fracture responses: the fracture toughness and energy of marble and granite peak near –10 °C and then decrease, while sandstone shows a continuous increase as temperature drops. Crack propagation velocity also exhibits strong temperature dependence, peaking at –10 °C for marble and granite, and rising steadily for sandstone. Subzero temperatures promote roughening and increased frost-induced cracking in marble and granite, especially below –10 °C, while sandstone shows a densification trend with noticeable frost cracking only at –40 °C. The fracture behavior of porous sandstone is mainly governed by pore ice formation, while dense granite and marble are primarily affected by thermal contraction. The proposed model achieves high fitting accuracy across all rock types, effectively capturing the complex evolution of fracture toughness under freezing conditions. This study provides theoretical support for understanding rock fracture in cold-region slopes and contributes to stability evaluation and engineering design.</div></div>\",\"PeriodicalId\":11677,\"journal\":{\"name\":\"Engineering Failure Analysis\",\"volume\":\"182 \",\"pages\":\"Article 110093\"},\"PeriodicalIF\":5.7000,\"publicationDate\":\"2025-09-07\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Failure Analysis\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S1350630725008349\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MECHANICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Failure Analysis","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1350630725008349","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
Study on the subzero temperature dynamic fracture behavior of saturated rocks and development of a fracture toughness modified model
Rocks in high-altitude cold regions are subjected to prolonged subzero temperatures and intense diurnal temperature variations, leading to complex fracture behaviors that threaten slope stability and engineering safety. To investigate the dynamic fracture characteristics and underlying microscopic mechanisms of saturated rocks under different freezing conditions, dynamic tests were conducted on marble, granite, and sandstone using a Split Hopkinson Pressure Bar (SHPB) system combined with high-speed photography and digital image correlation (DIC). Scanning electron microscopy (SEM) was used to observe fracture surface morphology at various subzero temperatures. Based on the experimental results, an empirical fracture toughness correction model was proposed, integrating the dual effects of freezing-induced densification and frost heave damage. The results reveal significant lithological differences in fracture responses: the fracture toughness and energy of marble and granite peak near –10 °C and then decrease, while sandstone shows a continuous increase as temperature drops. Crack propagation velocity also exhibits strong temperature dependence, peaking at –10 °C for marble and granite, and rising steadily for sandstone. Subzero temperatures promote roughening and increased frost-induced cracking in marble and granite, especially below –10 °C, while sandstone shows a densification trend with noticeable frost cracking only at –40 °C. The fracture behavior of porous sandstone is mainly governed by pore ice formation, while dense granite and marble are primarily affected by thermal contraction. The proposed model achieves high fitting accuracy across all rock types, effectively capturing the complex evolution of fracture toughness under freezing conditions. This study provides theoretical support for understanding rock fracture in cold-region slopes and contributes to stability evaluation and engineering design.
期刊介绍:
Engineering Failure Analysis publishes research papers describing the analysis of engineering failures and related studies.
Papers relating to the structure, properties and behaviour of engineering materials are encouraged, particularly those which also involve the detailed application of materials parameters to problems in engineering structures, components and design. In addition to the area of materials engineering, the interacting fields of mechanical, manufacturing, aeronautical, civil, chemical, corrosion and design engineering are considered relevant. Activity should be directed at analysing engineering failures and carrying out research to help reduce the incidences of failures and to extend the operating horizons of engineering materials.
Emphasis is placed on the mechanical properties of materials and their behaviour when influenced by structure, process and environment. Metallic, polymeric, ceramic and natural materials are all included and the application of these materials to real engineering situations should be emphasised. The use of a case-study based approach is also encouraged.
Engineering Failure Analysis provides essential reference material and critical feedback into the design process thereby contributing to the prevention of engineering failures in the future. All submissions will be subject to peer review from leading experts in the field.