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预制裂隙砂岩巴西劈裂特性试验研究

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为研究裂隙对岩石宏观破裂形态的影响,开展了单裂隙、共线双裂隙、平行双裂隙 3 种裂隙类型下砂岩的巴西劈裂试验,分析 3 种裂隙类型不同裂隙倾角下的破裂形态并对其分类,同时分析不同裂隙倾角下 3 种裂隙类型抗拉强度的变化.试验结果表明:裂隙会削弱岩石的抗拉强度,裂隙数量、裂隙倾角及裂隙间几何排布对试样的破裂形态及抗拉强度造成影响;单裂隙、共线双裂隙与平行双裂隙砂岩试样分别存在 5 种、4 种与 3 种类型的破裂形式,岩石非均质性导致同一裂隙倾角下试样的破裂形态有所不同;单裂隙与共线双裂隙砂岩的抗拉强度总体在 0°裂隙倾角时最大,随着裂隙倾角的增大,单裂隙砂岩抗拉强度呈先下降后上升再下降的变化规律,共线双裂隙砂岩抗拉强度呈现下降趋势,而平行双裂隙砂岩的抗拉强度在 45°裂隙倾角时最大.
Experimental Study on Brazilian Splitting Fracture Characteristics of Prefabricated Fissured Sandstone
In order to study the influence of fissures on the macroscopic fracture morphology of rocks,the Brazilian split-ting tests of sandstone under three fissure types,single fissure,collinear double fissures and parallel double fissures,were car-ried out.The fracture morphology of sandstone samples under the three fissure types with different inclination angles was ana-lyzed and classified,and the changes of tensile strength of the three fissure types under different fissure inclination angles were analyzed.Test results showed that the existence of fissures weakened the tensile strength of the rock,and the number of fis-sures,the inclination angle of the fissures and the geometric arrangement between the fissures affected the fracture morphology and tensile strength of the specimen.There were five types of fracture forms in single-fissure sandstone samples,four fracture forms in collinear double fissures,and three types of fracture forms in parallel double fissures,and the heterogeneity of the rock led to different fracture morphologies of samples under the same fissure inclination.The tensile strength of single fissure and collinear double fissures sandstone is the largest at 0° fissure inclination,with the increase of fissure inclination,the tensile strength of single fissure sandstone first decreases and then rises and then decreases,the tensile strength of collinear double fis-sures sandstone shows a downward trend,while the tensile strength of parallel double fissures sandstone is the greatest at 45° fissure inclination.

Brazilian splitting testprefabricated fissuresfracture morphologytensile strength

张明远、姚华彦、江浩、刘武、王旭洋、朱艺媛

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合肥工业大学土木与水利工程学院,安徽 合肥 230009

山东电力工程咨询院有限公司,山东 济南 250013

巴西劈裂试验 预制裂隙 破裂形态 抗拉强度

安徽省自然科学基金项目安徽省高校协同创新项目

2208085ME153GXXT-2022-020

2024

金属矿山
中钢集团马鞍山矿山研究院 中国金属学会

金属矿山

CSTPCD北大核心
影响因子:0.935
ISSN:1001-1250
年,卷(期):2024.(4)
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