受酸腐蚀砂岩的损伤特性和分析模型
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TU443

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中国博士后科学基金(2020M673525);国家自然科学基金(41172237);中铁二十局集团有限公司2020年度科技研发项目(YF2020SD01A)


Characteristics and analytical model of acid-corroded sandstone
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    摘要:

    为研究受酸腐蚀砂岩的微细观结构与宏观力学参数之间的相关性,基于物性试验及单轴力学试验,对受不同pH值盐酸腐蚀不同阶段的砂岩质量和力学参数进行实时监测,借助电镜图像处理技术,得到腐蚀砂岩孔隙结构特征参数,计算其孔隙分形维数,基于Lemaitre应变等效原理,建立了基于孔隙率的化学损伤变量,推导出砂岩的本构模型。结果表明:pH值为1、3的盐酸和pH值为7的蒸馏水浸泡180 d的砂岩质量分别损失1.22%、1.08%、0.57%,单轴抗压强度分别降低了52.93%、41.91%、27.11%,具有明显的时间效应;受酸腐蚀砂岩平均孔径随着腐蚀时间逐渐增加,孔隙分形维数整体呈增加趋势,砂岩的宏观力学参数劣化程度与砂岩质量损失率、微观孔隙率具有相关性,通过强度计算与试验结果对比分析,验证了模型的合理性。

    Abstract:

    To study the relationship between the microstructure and the macroscopic mechanical parameters of the acid-corroded sandstone, the mechanical parameters of sandstone corroded by hydrochloric acid were examined based on the physical property testing and the uniaxial mechanical testing. The characteristic parameters and the fractal dimension of the pore structure were obtained via SEM-EDS. The chemical damage variable based on porosity was established and the constitutive model of the corroded sandstone was derived based on the extended Lemaitre strain equivalence principle.The results show that the mass loss of sandstone immersed in hydrochloric acid at pH=1, 3 and distilled water with pH=7 for 180 days increased by 1.22%, 1.08%, and 0.57%, respectively.The uniaxial compressive strength decreased by 51.93%, 41.91%, and 27.11%, respectively. It has obvious tempo effect. The average pore size and the fractal dimension of pores of the acid corroded sandstone increase with the corrosion time; The macroscopic mechanical parameter deterioration degree of sandstone iscorrelated with the mass loss rate and the microscopic porosity of sandstone. The Feasibility of the proposed model is validated via the numerical and laboratory testing results.

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霍润科,王龙飞,李曙光,丁凡,王国杰,秋添.受酸腐蚀砂岩的损伤特性和分析模型[J].土木与环境工程学报(中英文),2022,44(1):1-9. HUO Runke, WANG Longfei, LI Shuguang, DING Fan, WANG Guojie, QIU Tian. Characteristics and analytical model of acid-corroded sandstone[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2022,44(1):1-9.10.11835/j. issn.2096-6717.2020.166

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  • 收稿日期:2020-07-27
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  • 在线发布日期: 2021-11-25
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