首页|冻融循环作用下花岗岩力学特性和破坏过程研究

冻融循环作用下花岗岩力学特性和破坏过程研究

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冻融循环是造成寒区岩石力学性能劣化的主要因素之一.为了研究冻融循环中岩石的劣化损伤演化过程,选用花岗岩依次进行冻融循环试验和单轴压缩试验,分析花岗岩试样的变形情况和破坏特性.结果表明:冻融循环后花岗岩的力学参数呈指数型衰减,破坏模式改变且主裂缝数量增多.依据试验数据提出花岗岩的力学参数衰减模型,进一步分析损伤变量的演化规律.研究内容可为评估寒区岩体工程抵抗冻融循环的能力、计算工程的稳定性提供试验依据.
Study on the mechanical and failure characteristics of granite under freeze-thaw cycles
The freeze-thaw cycle is one of the main factors causing the deterioration of rock mechanical properties in cold regions.To study the damage evolution process of rocks during freeze-thaw cycles,granite was selected to conduct freeze-thaw cycle tests and uniaxial compression tests,and the deformation and failure characteristics are analyzed.The experimental results indicate that the mechanical properties of granite decrease exponentially with freeze-thaw cycles,the failure mode changes and the number of main cracks increases.A decay model was proposed based on experimental data,and the evolution law of damage variable was analyzed.This research provides experimental basis for evaluating the ability to resist freeze-thaw cycles and calculating the stability of rock engineering in cold regions.

freeze-thaw cyclesgranitedeacy modeldamage variablemechanical property

何军杰、刘曼曼、苏立彬、刘勇

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西藏农牧学院水利土木工程学院,西藏林芝 860000

西藏土木水利电力工程技术研究中心,西藏林芝 860000

武汉大学水资源工程与调度全国重点实验室,武汉 430072

冻融循环 花岗岩 衰减模型 损伤变量 力学性能

西藏土木水利电力工程技术研究中心开放课题

XZA202305CHP1001A

2024

水科学与工程技术
河北省水利学会 水利部河北水利水电勘测设计研究院

水科学与工程技术

影响因子:0.334
ISSN:1672-9900
年,卷(期):2024.(2)
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