土工基础 ›› 2026, Vol. 40 ›› Issue (2): 238-242.

• 专题论述 • 上一篇    下一篇

岩石初始损伤及其力学性质研究

陈俊桦,季新平,慕杰捷,杨柏,陈爱军,吴迪   

  1. (桂林电子科技大学,广西桂林 541004)
  • 收稿日期:2024-02-17 修回日期:2024-03-09 出版日期:2026-04-30 发布日期:2026-04-22
  • 作者简介:陈俊桦(1983-),男,讲师,研究方向为岩土工程、爆破工程。
  • 基金资助:
    广西高校中青年教师科研基础能力提升项目(2020ky05036);广西基地人才计划项目(桂科 AD21220051)

Study on Initial Damage and Mechanical Properties of Rock

CHEN Junhua, JI Xinping, MU Jiejie, YANG Bai, CHEN Aijun, WU Di    

  • Received:2024-02-17 Revised:2024-03-09 Online:2026-04-30 Published:2026-04-22

摘要: 为研究不同参数定义岩石初始损伤与岩石单轴抗压强度相关性,通过声波波速试验以及单轴抗压试验获取灰岩与玄武岩的基本力学参数,利用这些参数定义岩石初始损伤,分析不同类型的初始损伤变量与单轴抗压强度之间关系。结果表明:使用各类参数定义岩石初始损伤时,不同类型的初始损伤变量与单轴抗压强度之间的关系均近似呈线性负相关。其中,灰岩以纵波波速定义岩石初始损伤与其单轴抗压强度线性相关性最强,玄武岩以静弹性模量定义岩石初始损伤与其单轴抗压强度线性相关性最强,两种岩石分别以泊松比定义岩石初始损伤与其单轴抗压强度相关性较差,不宜用于衡量岩石初始损伤程度。

关键词: 岩石初始损伤, 单轴抗压强度, 相关性, 初始损伤变量

Abstract: This paper presents the study on the correlation between the initial damage of rock defined by different parameters and the uniaxial compressive strength of rock. The basic mechanical parameters of limestone and basalt samples are obtained by acoustic wave velocity test and uniaxial compressive test. These parameters are used to define the initial damage of rock samples, and then the relationship between different types of initial damage variables and uniaxial compressive strength is analyzed. The results show that when using various parameters to define the initial damage of rock samples, the relationship between different types of initial damage variables and uniaxial compressive strength is approximately linearly negatively correlated. Among them, the limestone samples have the strongest linear correlation between the initial damage of the rock defined by the longitudinal wave velocity and its uniaxial compressive strength. The basalt samples have the strongest linear correlation between the initial damage of the rock defined by the static elastic modulus and its uniaxial compressive strength. The correlation between the initial damage of the rock defined by the Poisson’s ratio and its uniaxial compressive strength is poor, which is not suitable for measuring the initial damage degree of the rock.

Key words: Initial Damage of Rock, Uniaxial Compressive Strength, Correlation, Initial Damage Variables

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