早龄期喷射混凝土单轴静力学特性与宏细观损伤特征研究OA
Study on uniaxial static mechanical properties and macro-meso damage characteristics of early-age shotcrete
为探究某高原深埋铁路隧道喷射混凝土的早龄期静力学性能演化规律与损伤特征,对4种龄期试件开展了X射线衍射试验、单轴压缩试验和CT扫描试验,获取了早龄期喷射混凝土水化产物分布、应力-应变曲线和CT切片结果.采用3种本构模型,对无量纲应力-应变曲线进行拟合,并结合分形理论对切片裂纹分布特征进行定量分析.结果表明,随水化进程的发展,喷射混凝土早龄期性能逐渐提升,5 d龄期抗压强度达到设计值90%以上.在3种本构模型中,过镇海模型的相关系数超过94%,修正后可以得到早龄期喷射混凝土本构模型.龄期为1、3、5、7 d的喷射混凝土平均盒维数分别为1.764 8、1.776 2、1.759 2、1.761 7;相比之下,1、3 d龄期时的盒维数更大,说明其裂纹不规则程度更高,几何特征更复杂,整体损伤更严重.
To investigate the evolution law of early-age mechanical properties and damage characteristics of shotcrete in a deep-buried plateau railway tunnel,X-ray diffraction(XRD)tests,uniaxial compression tests,and computed tomography(CT)scanning tests were carried out on four types of specimens at different ages.The hydration product distribution,stress-strain curves,and CT slices of early-age shotcrete were obtained.Three constitutive models were used to fit the dimensionless stress-strain curves,and the fractal theory was combined to conduct quantitative analysis on the cracks in the slices.The results show that with the progress of hydration,the early-age performance of shotcrete improves gradually,and the compressive strength with the age of 5 d reaches more than 90%of the design value.Among the three constitutive models,the correlation co-efficients of the Guo Zhenhai model exceeds 94%,and the constitutive model of early-age shotcrete is obtained after modification.The average box dimensions of shotcrete with the age of 1,3,5,7 d are 1.764 8,1.776 2,1.759 2,1.761 7,respectively.By contrast,the box dimensions with the age of 1 and 3 d are larger,indicating that the cracks have a higher degree of irregularity,more complex geometric characteristics,and more severe overall damage.
谢全民;徐永康;郑智彬;周辉;马俊;乔磊
江汉大学精细爆破全国重点实验室,武汉 430056||江汉大学爆破工程湖北省重点实验室,武汉 430056江汉大学精细爆破全国重点实验室,武汉 430056||江汉大学爆破工程湖北省重点实验室,武汉 430056江汉大学精细爆破全国重点实验室,武汉 430056||江汉大学爆破工程湖北省重点实验室,武汉 430056江汉大学精细爆破全国重点实验室,武汉 430056||江汉大学爆破工程湖北省重点实验室,武汉 430056江汉大学精细爆破全国重点实验室,武汉 430056||江汉大学爆破工程湖北省重点实验室,武汉 430056中铁一局集团第七工程有限公司,郑州 450018
建筑与水利
喷射混凝土单轴压缩CT扫描本构模型分形
shotcreteuniaxial compressioncomputed tomography(CT)scanningconstitutive modelfractal
《东南大学学报(自然科学版)》 2026 (10)
1455-1465,11
国家自然科学基金资助项目(52378399)湖北省基础研究类平台专项资助项目(2025CSA072)湖北省中央引导地方科技发展专项资助项目(2024CSA094).
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