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酸性溶液作用下砂岩损伤时效特性机制分析
引用本文:田洪义,王华,司景钊. 酸性溶液作用下砂岩损伤时效特性机制分析[J]. 隧道建设, 2022, 42(2): 244-252. DOI: 10.3973/j.issn.2096-4498.2022.02.009
作者姓名:田洪义  王华  司景钊
作者单位:(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)
基金项目:中国国家铁路集团有限公司重大课题(P2018G04,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)
摘    要:为探究酸性溶液作用下砂岩损伤时效特征,以高黎贡山隧道岩溶段砂岩为试验研究对象,借助扫描电镜和XRD衍射试验分析酸性溶液对砂岩宏观形貌、缺陷形态、孔隙结构、矿物组成成分以及孔隙率的改造作用,在不同浸泡时间节点对不同溶液中砂岩试件的质量、尺寸及三轴抗压强度等进行测量。试验结果表明: 1)溶液pH越低,同一时间节点内试件的孔隙率、质量和尺寸相对变化越大,且在各溶液中初期变化速率达到最快,后期均呈平稳趋势; 2)在围压20 MPa条件下,与pH=7的溶液中49 d的岩样相比,pH=1的溶液中试件的三轴峰值抗压强度累计降低20.98%,其下降速率随时间推移而减缓,黏聚力与内摩擦角均随时间增加呈下降趋势,且黏聚力对酸性溶液的敏感程度高于内摩擦角; 3)在酸性溶液侵蚀作用下,试件内长石与方解石等组成成分大量消耗致使试件微观结构改变,且随着溶液pH值降低,试样孔隙间距增大,胶结物消耗加剧,溶蚀孔洞及微裂隙发育较好。


Mechanism Analysis of Sandstone DamageAgingCharacteristics under Action of Acidic Solution
TIAN Hongyi,WANG Hua,SI Jingzhao. Mechanism Analysis of Sandstone DamageAgingCharacteristics under Action of Acidic Solution[J]. Tunnel Construction, 2022, 42(2): 244-252. DOI: 10.3973/j.issn.2096-4498.2022.02.009
Authors:TIAN Hongyi  WANG Hua  SI Jingzhao
Affiliation:(1. China Railway Tunnel Consultants Co., Ltd.,Guangzhou 511458, Guangdong, China; 2. Guangdong Provincial Key Laboratory of Intelligent Monitoringand Maintenance of Tunnel Structure, Guangzhou 511458, Guangdong,China; 3. China Railway Tunnel Group Co., Ltd., Guangzhou 511458, Guangdong,China)
Abstract:To investigate the damage-agingcharacteristics of sandstone under the action of acidic solution, experimentsare conducted on the sandstone in the karst section of the Gaoligongshantunnel. The transformation effects of acidic solution on the macroscopicmorphology, defect morphology, pore structure, mineral composition, andporosity of sandstone are analyzed via scanning electron microscopy and X-ray diffraction experiments. The mass, size, and triaxialcompressive strength of sandstone specimens in different solutions are measuredat different immersion time nodes. The test results indicate the following: (1)The lower the solution pH, the greater the relative changes in porosity, mass,and size of the specimen; the change rateis rapid in the initial stage of each solution and exhibits a stabletrend in the later stage. (2) Under a confining pressure of 20 MPa, comparedwith the rock sample in the solution of pH=7 for 49 days, the triaxial peakcompressive strength of the specimen in the solution of pH=1 is reduced by20.98%, and the decrease rate declines with time. The cohesion and internalfriction angle decrease with time, and the sensitivity of cohesion to theacidic solution is higher than that of the internal friction angle. (3) Underthe erosion of acidic solution, the large consumption of feldspar and calciteand other components in the specimen changes the microstructure of thespecimen. With a decrease in the pH of the solution, the specimen pore spacingincreases, the cement consumption increases, and the corrosion holes andmicrocracks develop well.
Keywords:acid solution,sandstone,chemical erosion,damage  aging characteristics,triaxial compression test,microstructure,
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