三轴应力条件下温度循环变化对大足石刻砂岩力学特性的影响
CSTR:
作者:
作者单位:

1.大足石刻研究院;2.重庆大学土木工程学院;3.重庆市地质矿产勘查开发局重庆

基金项目:

重庆市技术创新与应用发展专项重点项目(CSTB2022TIAD-KPX0095),大足石刻研究院科研资助项目(H20220387),重庆英才计划(CQYC20210204131),重庆市科研院所绩效激励引导专项项目(cstc2021jxjl00004)


The Influence of Cyclic Temperature Variation on Mechanical Properties of Grotto Sandstone under Triaxial Stress Condition
Author:
Affiliation:

1.Academy of Dazu Rock Carvings;2.College of Civil Engineering, Chongqing University;3.Chongqing Bureau of Geology and Minerals Exploration

Fund Project:

Special Key Project of Chongqing Technology Innovation and Application Development (CSTB2022TIAD-KPX0095), Supported by the Academy of Dazu Rock Carvings Foundation (Grant No. H20220387), Chongqing Talent Program (CQYC20210204131), Special project of performance incentive and guidance for scientific research institutions in Chongqing (CSTC2021jxjl00004)

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    摘要:

    石窟寺岩体长期受冷热交替作用的影响,其力学特性随之发生变化,这会对石窟寺的保护利用工作造成影响,本文以重庆大足石刻石窟砂岩为研究对象,通过三轴压缩试验,对大足石刻砂岩的力学特性展开试验研究。试验过程设计不同冷热循环次数、不同高温和低温持续时间、不同冷却方式等多种试验工况,以分析不同温度变化对大足石刻砂岩的峰值应力和应变、弹性模量、内摩擦角、黏聚力和破坏形态的影响。研究结果表明:(1) 经过冷热循环后,砂岩的力学性能发生劣化,强度、弹性模量、黏聚力和内摩擦角有不同程度的减小。(2) 冷热循环作用后,砂岩的峰值应变增加。(3) 三轴压缩的破坏形式以单剪切面的剪切破坏为主,经过冷热循环后,破坏变复杂,出现“Y”型共轭剪切破坏。(4) 围压可以改善力学性能,增加岩样强度和弹性模量。

    Abstract:

    The rock mass of the grotto temple has been affected by cooling and heating for a long time, which will lead to the change of the mechanical properties of the rock mass and affect the protection of the grotto temple. In this paper, the Dazu Rock Carving sandstone in Chongqing was taken as the research object, and the mechanical properties of the sandstone were studied through triaxial compression tests. The experimental process involves multiple conditions such as different heating-cooling cycle times, different durations of high and low temperatures, and different cooling methods. These test conditions were designed to analyze the influence of temperature changes on the peak stress and strain, elastic modulus, internal friction angle, cohesion, and failure mode of Dazu Rock Carving sandstone. The results could be found that: (1) The mechanical properties of sandstone weakened after multiple heating-cooling cycles. The values of strength, elastic modulus, cohesion, and internal friction angle decreased at different degrees. (2) The peak strain of sandstone increased after multiple heating-cooling cycles. (3) The failure mode of sandstone under triaxial compression was mainly shear failure with a single shear plane, while the failure mode became complex after multiple heating-cooling cycles, which resulted in the conjugated shear failure of “Y” type. (4) Confining pressure could improve the mechanical properties, which increased the strength and elastic modulus of the sandstone samples.

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  • 收稿日期:2023-06-13
  • 最后修改日期:2023-08-11
  • 录用日期:2023-09-12
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