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冻结砂岩动态力学特性分析

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为研究不同温度梯度下冻结砂岩的动态力学特性,文中设置6 个温度梯度冻结条件:25、-5、-10、-15、-20、-25℃,随后开展SHPB系列试验.试验结果表明,冻结后岩样内部的大直径孔隙随温度的降低而减小,中、小直径孔隙随温度的降低而增大;冻结砂岩的弹性模量随温度的降低总体呈增大趋势,峰值应力随温度的降低而增加,呈现明显的低温强化效应;峰值应变随温度的降低而减小,呈现出低温弱化效应.
Analysis of Dynamic Mechanical Properties of Frozen Sandstone
In order to consider the dynamic mechanical properties of frozen sandstone under different temperature conditions,this paper sets up six temperature gradient freezes:25,-5,-10,-15,-20,-25℃,and then conducts SHPB series experiments.The experimental results show that the large diameter pores inside the frozen rock sample decrease with the decrease of temperature,while the medium and small diame-ter pores increase with the decrease of temperature;The elastic modulus of frozen sandstone generally increases with the decrease of tempera-ture,and the peak stress increases with the decrease of temperature,showing a significant low-temperature strengthening effect;The peak strain decreases with the decrease of temperature,exhibiting a low-temperature weakening effect.

FreezeTemperature gradientSHPBNuclear magnetic resonanceStress-strain

李永杨、郝英奇、陈旭东

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安徽建筑大学勘测设计研究院有限公司,安徽 合肥 230022

安徽建筑大学土木工程学院,安徽 合肥 230601

冻结 温度梯度 SHPB 核磁共振 应力-应变

安徽省住房城乡建设科学技术计划安徽省住房城乡建设科学技术计划

2021-RK01HYB20230254

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(1)
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