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隧道建设(中英文) ›› 2022, Vol. 42 ›› Issue (1): 57-65.DOI: 10.3973/j.issn.2096-4498.2022.01.008

• 研究与探索 • 上一篇    下一篇

酸性溶液对花岗岩力学特性及微观结构的影响

田洪义1, 王华1,2, 司景钊3   

  1. 1. 中铁隧道勘察设计研究院有限公司, 广东 广州 511458 2. 广东省隧道结构智能监控与维护企业重点实验室, 广东 广州 511458; 3. 中铁隧道局集团有限公司, 广东 广州 511458)

  • 出版日期:2022-01-20 发布日期:2022-01-28
  • 作者简介:田洪义(1982—),男,重庆酉阳人,2006年毕业于西南交通大学,地质工程专业,本科,高级工程师,主要从事岩石力学与岩层控制研究。E-mail: tianhongyi98@163.com。
  • 基金资助:
    中国国家铁路集团有限公司重大课题(P2018G048,P2019G055); 中国中铁科技研发计划(2020-重点-18); 中铁隧道局集团科技创新计划(隧研合2018-31

Influence of Acid Solution on Mechanical Properties and Microstructure of Granite

TIAN Hongyi1, WANG Hua1,2, SI Jingzhao3   

  1. (1. China Railway Tunnel Consultants Co., Ltd.,  Guangzhou  511458, Guangdong, China; 2. Guangdong Provincial Key Laboratory of Intelligent Monitoring and Maintenance of Tunnel Structure, Guangzhou  511458, Guangdong, China; 3. China Railway Tunnel Group Co., Ltd., Guangzhou  511458, Guangdong, China)

  • Online:2022-01-20 Published:2022-01-28

摘要: 为探究酸性溶液作用下花岗岩力学特性损伤机制,在pH值分别为753的化学溶液中对花岗岩试件进行72 d饱和处理,然后对饱和试件和自然干燥试件进行三轴压缩试验、核磁共振试验、电镜扫描试验(〖WT5”《TNR》〗scanning electron microscope, SEMWT5”BZ〗)及X射线衍射试验,并对比分析不同化学溶液作用下花岗岩试件三轴抗压强度损伤、变形特征及力学参数的变化规律。试验结果表明: 1)花岗岩试件的三轴抗压强度、弹性模量及黏聚力随酸性溶液pH值降低而减小,泊松比随着pH值的降低而增大; 2)在酸性溶液的腐蚀作用下,试件内斜长石及方解石等矿物成分的消耗导致试件内部结构疏松程度增加,强酸作用下伴有微裂隙产生; 3)与自然干燥状态下的试件相比,在围压20 MPa的条件下经pH=3的酸性溶液酸化处理后的试件,其偏应力峰值强度降幅达39.94% 4)花岗岩在酸性溶液作用下,部分矿物溶解、迁出,使得孔隙结构不断劣化产生大量次生孔隙,且酸性溶液pH值越低,中、大孔隙占比越高。

关键词: 酸性溶液, 花岗岩, 岩石力学参数, 三轴压缩试验, 核磁共振试验, 电镜扫描试验

Abstract: To investigate the damage mechanism of mechanical properties of granite under the action of acidic solution, the granite is saturated for 72 days in chemical solutions with pH values of 7, 5, and 3, respectively. The saturated specimens and natural drying specimens are then exposed to triaxial compression, nuclear magnetic resonance, scanning electron microscope, and Xray diffraction tests. Finally, the variation laws of triaxial compressive strength damage, deformation characteristics, and mechanical parameters of granite specimens are compared and analyzed in an acid solution. The results show the following: (1) The triaxial compressive strength, elastic modulus, and cohesion of granite specimens decrease with a decrease in pH value of an acid solution, whereas the Poissons ratio increases with the decrease of pH value. (2) The consumption of mineral components such as plagioclase and calcite in the specimens by acid solution corrosion increases the degree of internal structural porosity of the specimens, and microcracks are formed under the action of strong acid. (3) When compared with the specimens under natural drying conditions, the deviatoric stress peak of the specimens in acid solution acidification with a pH value of 3 decreases by 39.94% under confining pressure of 20 MPa. (4) As a result of the acid solutions action, some minerals of granite dissolve and migrate, resulting in the continuous deterioration of pore structure and a large number of secondary pores. The higher the proportion of medium and large pores in an acid solution, the lower is the pH value. 

Key words: acid solution, granite, rock mechanical parameters; triaxial compression test, nuclear magnetic resonance test, scanning electron microscope test

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