Shan Guo , Manchao He , Quan Zhang , Yulong Shao , Chao Wang , Jianning Liu
{"title":"Tensile fracture characteristics and directional fracturing mechanism of 2D blasting: Experimental investigation and theoretical modelling","authors":"Shan Guo , Manchao He , Quan Zhang , Yulong Shao , Chao Wang , Jianning Liu","doi":"10.1016/j.ijrmms.2025.106059","DOIUrl":null,"url":null,"abstract":"<div><div>Blasting is a crucial technique for rock breaking in geotechnical engineering, with directional fracture-controlled blasting being one of its most important applications. To advance this field, a novel non-explosive blasting method, termed two-dimensional blasting (2D blasting), has been developed. This innovative technique utilizes high-temperature, high-pressure gas generated by expansion agent to induce tensile stress along the splitting direction of the borehole wall, facilitating directional rock mass rupture. The research and theoretical modelling of the directional fracturing mechanism for 2D blasting are extremely challenging, but this is crucial for the field application and parameter design of 2D blasting technology. In this study, comparative experiments were conducted using concrete specimens subjected to both 2D and conventional blasting. Dynamic crack propagation behaviour was recorded with a high-speed camera, and tensile fracture characteristics were analysed using the Digital Image Correlation (DIC) method. The experimental results revealed that conventional blasting generates random, disordered radial cracks around the borehole, forming a three-dimensional (3D) fracture network. In contrast, 2D blasting employs an energy-gathering device to regulate stress distribution on the borehole wall, transforming the 3D fracture network into a two-dimensional (2D) fracture plane in the preset direction. Building on these experimental findings, mechanical models for both conventional and 2D blasting were established. The stress concentration effects around the borehole wall under 2D blasting were analysed, and criteria for crack initiation and propagation in 2D blasting were proposed. The results confirmed the directional fracturing efficacy of 2D blasting, characterized its tensile fracture behaviour, and provided valuable insights into its underlying mechanisms, offering a reference for further advancements in directional fracture-controlled blasting technologies.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"187 ","pages":"Article 106059"},"PeriodicalIF":7.0000,"publicationDate":"2025-02-15","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/S136516092500036X","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}
引用次数: 0
Abstract
Blasting is a crucial technique for rock breaking in geotechnical engineering, with directional fracture-controlled blasting being one of its most important applications. To advance this field, a novel non-explosive blasting method, termed two-dimensional blasting (2D blasting), has been developed. This innovative technique utilizes high-temperature, high-pressure gas generated by expansion agent to induce tensile stress along the splitting direction of the borehole wall, facilitating directional rock mass rupture. The research and theoretical modelling of the directional fracturing mechanism for 2D blasting are extremely challenging, but this is crucial for the field application and parameter design of 2D blasting technology. In this study, comparative experiments were conducted using concrete specimens subjected to both 2D and conventional blasting. Dynamic crack propagation behaviour was recorded with a high-speed camera, and tensile fracture characteristics were analysed using the Digital Image Correlation (DIC) method. The experimental results revealed that conventional blasting generates random, disordered radial cracks around the borehole, forming a three-dimensional (3D) fracture network. In contrast, 2D blasting employs an energy-gathering device to regulate stress distribution on the borehole wall, transforming the 3D fracture network into a two-dimensional (2D) fracture plane in the preset direction. Building on these experimental findings, mechanical models for both conventional and 2D blasting were established. The stress concentration effects around the borehole wall under 2D blasting were analysed, and criteria for crack initiation and propagation in 2D blasting were proposed. The results confirmed the directional fracturing efficacy of 2D blasting, characterized its tensile fracture behaviour, and provided valuable insights into its underlying mechanisms, offering a reference for further advancements in directional fracture-controlled blasting technologies.
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.