岩土力学 ›› 2024, Vol. 45 ›› Issue (S1): 248-258.doi: 10.16285/j.rsm.2023.1825

• 基础理论与实验研究 • 上一篇    下一篇

水−动力耦合作用下红砂岩变形破坏与能耗分析

杜金飞1, 2,杜宇翔1, 3,贾永胜1, 3,孙金山1, 2, 3, 姚颖康1, 3,谢全民1, 3,范焜晖1, 2   

  1. 1. 江汉大学 精细爆破国家重点实验室,湖北 武汉 430056;2. 江汉大学 数字建造与爆破工程学院,湖北 武汉 430056; 3. 江汉大学 爆破工程湖北省重点实验室,湖北 武汉 430056
  • 收稿日期:2023-11-30 接受日期:2024-03-18 出版日期:2024-09-18 发布日期:2024-09-19
  • 通讯作者: 杜宇翔,男,1992年生,博士,副教授,主要从事岩石力学与工程爆破方面的研究工作。E-mail: duyuxiang@jhun.edu.cn
  • 作者简介:杜金飞,男,2000年生,硕士研究生,主要从事岩石动力学与岩石爆破方面的研究工作。E-mail: djfei123@163.com
  • 基金资助:
    湖北省自然科学基金(No.2022CFB874);国家自然科学基金(No.52209131);武汉市知识创新专项(No.2023020201020444);中国国家铁路集团有限公司科技研究开发计划重大课题(No.K2021G024);国家重点研发计划项目(No.2021YFC3100804)。

Analysis of deformation damage and energy dissipation of red sandstone under hydro-dynamic coupling effect

DU Jin-fei1, 2, DU Yu-xiang1, 3, JIA Yong-sheng1, 3, SUN Jin-shan1, 2, 3, YAO Ying-kang1, 3, XIE Quan-min1, 3, FAN Kun-hui1, 2   

  1. 1. State Key Laboratory of Precision Blasting, Jianghan University, Wuhan, Hubei 430056, China; 2. School of Digital Construction and Blasting Engineering, Jianghan University, Wuhan, Hubei 430056, China; 3. Hubei Provincial Key Laboratory of Blasting Engineering, Jianghan University, Wuhan, Hubei 430056, China
  • Received:2023-11-30 Accepted:2024-03-18 Online:2024-09-18 Published:2024-09-19
  • Supported by:
    This work was supported by the Natural Science Foundation of Hubei Province, China (2022CFB874), the National Natural Science Foundation of China (52209131), the Wuhan Knowledge Innovation Special Project (2023020201020444), the Key Subject of Scientific and Technological Research and Development Plan of China State Railway Group Co., Ltd., (K2021G024) and the National Key R&D Program of China (2021YFC3100804).

摘要: 红砂岩工程稳定性较差,力学性质受含水状态和动荷载扰动影响较大。以川西高原地区典型红砂岩为研究对象,基于分离式霍普金森压杆(split Hopkinson pressure bar,简称SHPB)试验,设置不同含水率和加载应变率条件,模拟不同含水状态与动荷载扰动,结合高速摄像、数字图像相关(digital image correlation,简称DIC)等测量手段,研究了不同含水率与不同应变率下红砂岩变形破坏与能耗特性的变化规律。结果表明:(1)红砂岩动态弹性模量受应变率影响较小,随含水率的增加而整体增大,红砂岩动态抗压强度随含水率减小或应变率增加而增大;(2)发现红砂岩动态泊松比受含水率影响较小,随应变率增加而迅速增大,例如在含水率为6%时,红砂岩动态泊松比由1.92(应变率为25 s−1)增大到10.55(应变率为 130 s−1);(3)随含水率的提高或应变率的增加,红砂岩碎块平均粒度逐渐减小,减小幅度呈非线性下降,在含水率为3%、应变率为60 s−1时出现拐点,平均粒度降低速率显著减小;(4)相同应变率条件下,红砂岩试样的能量耗散率、能量反射率与含水率无明显相关性,能量透射率随含水率的增大而整体减小;(5)相同含水率条件下,能量透射率与能量耗散率随应变率增大而减小,能量反射率随应变率增加而增大。该研究成果可为富水红砂岩地层爆破开挖、地震动力灾害防治等工程提供理论依据。

关键词: 红砂岩, 含水率, 应变率, 分离式霍普金森压杆, 变形与强度, 数字图像相关

Abstract: The engineering stability of red sandstone is low, and its mechanical properties are greatly affected by the water content and dynamic load disturbance. This study focuses on typical red sandstone in the western Sichuan Plateau region. Using split Hopkinson pressure bar (SHPB) test, different water content and loading strain rate conditions were set to simulate different water contents and dynamic loads disturbance. By employing high-speed camera, digital image correlation (DIC) and other measurement means, the study revealed the influence of deformation and energy consumption characteristics of red sandstone under different water contents and different strain rates. The results show that: (1) The dynamic modulus of elasticity of red sandstone is minimally affected by strain rate but increases with higher water content; the dynamic compressive strength of red sandstone increases with lower water content or higher strain rate. (2) The dynamic Poisson’s ratio of the red sandstone is less affected by water content but increases rapidly with strain rate, ranging from 1.92 (25 s−1 strain rate) to 10.55 (130 s−1 strain rate) when water content is 6%. (3) As water content or strain rate increases, the average fragmentation of red sandstone decreases gradually in a nonlinear manner. An inflection point is observed at 3% moisture content and 60 s−1 strain rate, leading to a significant decrease in the average rate of particle size reduction. (4) At a constant strain rate, the energy dissipation rate and reflectivity of red sandstone specimens exhibit no significant correlation with water content, whereas the energy transmittance decreases progressively with increasing water content. (5) At a fixed water content, the energy transmittance and dissipation rate of red sandstone specimens decrease with rising strain rate, whereas the energy reflectivity increases. The findings of this study offer a theoretical foundation for blasting and excavation operations in water-rich red sandstone strata, as well as for prevention and control of seismic dynamic disasters and other related engineering applications

Key words: red sandstone, water content, strain rate, split Hopkinson pressure bar (SHPB), deformation and strength, digital image correlation (DIC)

中图分类号: TU454
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