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| Dry-wet damage characteristics and mechanism of metamorphic sandstone carrying Helan mouth¢s rock paintings under different conditions |
| CUI Kai1,2,GU Xin1,WU Guopeng1,LI He1,DU Zhengzu1 |
| (1. Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province,Lanzhou University of Technology,Lanzhou,Gansu 730050,China;2. Key Laboratory of Mechanics on Disaster and Environment in Western China,Ministry of Education,Lanzhou University,Lanzhou,Gansu 730000,China) |
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Abstract Dry-wet and chemical damages are important reasons that lead to the quickly weathering process of metamorphic sandstone carrying Helan mouth¢s rock paintings following freeze-thaw and chemical damages. The research conducted 15,30,45,60,90,120,150 and 180 dry-wet cycles of rock paintings carrier in different solutions to explore the damage characteristics of rock paintings carrier under the combined action of dry-wet and chemical solutions. The results show that the mass,the longitudinal wave velocity,the uniaxial compressive strength and the stress-strain characteristics of the samples generally present gradual and differential attenuation as the number of dry-wet cycles increases,and the rate of change presents three stages with two obvious inflection points of 15 times and 60 times. SEM and XRD analysis tests were performed to qualitatively analyze the microstructure and composition of the samples,and the quantitative relation between damage variables and macroscopic test indicators was established based on the porosity. Finally,by analyzing the internal damage mechanism,it is found that the differential combination of hydrolysis,chemical corrosion,salt crystallization and dissolution result in the formation of the different number and connection of linear pores and pores in the rock due to different dry-wet conditions,which provides the necessary theory and support for the scientific protection of rock paintings.
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[1] 崔 凯,刘桂山,吴国鹏,等. 不同条件下贺兰口岩画载体岩石冻融损伤特征与机制研究[J]. 岩石力学与工程学报,2019,38(9):1 797–1 808.(CUI Kai,LIU Guishan,WU Guopeng,et al. Study on the characteristics and mechanism of freeze-thaw damage of rock carrier in Helan mouth,s rock paintings under different conditions[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(9):1 797–1 808. (in Chinese))
[2] HALE P A,SHAKOOR A. A laboratory investigation of the effects of cyclic heating and cooling,wetting and drying,and freezing and thawing on the compressive strength of selected sandstones[J]. Environmental and Engineering Geoscience,2003,9(2):117–130.
[3] LIN M L,JENG F S,TSAI L S,et al. Wetting weakening of tertiary sandstones—microscopic mechanism[J]. Environmental Earth Sciences,2005,48(2):265–275.
[4] 姚华彦,张振华,朱朝辉,等. 干湿交替对砂岩力学特性影响的试验研究[J]. 岩土力学,2010,31(12):3 704–3 708.(YAO Huayan,ZHANG Zhenhua,ZHU Chaohui,et al. Experimental study of mechanical properties of sandstone under cyclic drying and wetting[J]. Rock and Soil Mechanics,2010,31(12):3 704–3 708.(in Chinese))
[5] 李克钢,吴 勇,郑东普. 砂岩力学特性对干湿循环效应响应规律的试验研究[J]. 北京理工大学学报,2013,33(10):1 010–1 014.(LI Kegang,WU Yong,ZHENG Dongpu. Mechanical properties response of sandstone to cyclic drying-wetting effect[J]. Transactions of Beijing Institute of Technology,2013,33(10):1 010–1 014.(in Chinese))
[6] 李地元,莫秋喆,韩震宇. 干湿循环作用下红页岩静态力学特性研究[J]. 铁道科学与工程学报,2018,15(5):1 171–1 177.(LI Diyuan,MO Qiuzhe,HAN Zhenyu. Study on static mechanical properties of red shale under dry-wet circulation[J]. Journal of Railway Science and Engineering,2018,15(5):1 171–1 177.(in Chinese))
[7] 曹雪山,额力素,赖喜阳,等. 崩解泥化过程中泥岩强度衰减因素研究[J]. 岩土工程学报,2019,41(10):1 936–1 942.(CAO Xueshan, LISU E,LAI Xiyang,et al. Factors for strength attenuation of mudstone during slaking and disintegration[J]. Chinese Journal of Geotechnical Engineering,2019,41(10):1 936–1 942.(in Chinese))
[8] 姚华彦,冯夏庭,崔 强,等. 化学侵蚀下硬脆性灰岩变形和强度特性的试验研究[J]. 岩土力学,2009,30(2):338–344.(YAO Huayan,FENG Xiating,CUI Qiang,et al. Experimental study of effect of chemical corrosion on strength and deformation of hard brittle limestone[J]. Rock and Soil Mechanics,2009,30(2):338–344.(in Chinese))
[9] 汤连生,张鹏程,王思敬. 水–岩化学作用的岩石宏观力学效应的试验研究[J]. 岩石力学与工程学报,2002,21(4):526–531.(TANG Liansheng,ZHANG Pengcheng,WANG Sijing. Testing study on effects of chemical action of aqueous solution on macro propagation in rock[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(4):526–531.(in Chinese))
[10] 汤连生,张鹏程,王思敬. 水–岩化学作用之岩石断裂力学效应的试验研究[J]. 岩石力学与工程学报,2002,21(6):822–827.(TANG Liansheng,ZHANG Pengcheng,WANG Sijing. Testing study on effects of chemical action of aqueous solution on crack propagation in rock[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(6):822–827.(in Chinese))
[11] 陈炳瑞,冯夏庭,姚华彦,等. 水化学溶液下灰岩力学特性及神经网络模拟研究[J]. 岩土力学,2010,31(4):1 173–1 180.(CHEN Bingrui,FENG Xiating,YAO Huayan,et al. Study on mechanical behavior of limestone and simulation using neural network model under different water-chemical environment[J]. Rock and Soil Mechanics,2010,31(4):1 173–1 180.(in Chinese))
[12] 李 宁,朱运明,张 平,等. 酸性环境中钙质胶结砂岩的化学损伤模型[J]. 岩土工程学报,2003,25(4):395–399.(LI Ning,ZHU Yunming,ZHANG Ping,et al. A chemical damage model of sandstone in acid environment[J]. Chinese Journal of Geotechnical Engineering,2003,25(4):395–399.(in Chinese))
[13] 李 震,张景科,刘 盾,等. 大足石刻小佛湾造像砂岩室内模拟劣化试验研究[J]. 岩土工程学报,2019,41(8):1 513–1 521.(LI Zhen,ZHANG Jingke,LIU Dun,et al. Experimental study on indoor simulated deterioration of sandstone of Xiaofowan statues at Dazu Rock Carvings[J]. Chinese Journal of Geotechnical Engineering,2019,41(8):1 513–1 521.(in Chinese))
[14] 韩铁林,师俊平,陈蕴生. 化学腐蚀和干湿循环作用下砂岩I型断裂韧度及其强度参数相关性的研究[J]. 水利学报,2018,49(10):1 265–1 275.(HAN Tielin,SHI Junping,CHEN Yunsheng. Experimental study on mode-I fracture toughness and its correlation with strength characteristic of sandstone under dry-wet cycles[J]. Journal of Hydraulic Engineering,2018,49(10):1 265–1 275.(in Chinese))
[15] 王子娟,刘新荣,傅 晏,等. 两种pH水环境干湿循环作用对泥质砂岩的侵蚀研究[J]. 岩土力学,2016,37(11):3 231–3 239. (WANG Zijuan,LIU Xinrong,FU Yan,et al. Erosion analysis of argillaceous sandstone under dry-wet cycle in two pH conditions[J]. Rock and Soil Mechanics,2016,37(11):3 231–3 239.(in Chinese))
[16] 王子娟,刘新荣,傅 妟,等. 酸性环境干湿循环作用对泥质砂岩力学参数的劣化研究[J]. 岩土工程学报,2016,38(6):1 152–1 159. (WANG Zijuan,LIU Xinrong,FU Yan,et al. Deterioration of mechanical parameters of argillaceous sandstone under wetting-drying cycles in acidic environment[J]. Chinese Journal of Geotechnical Engineering,2016,38(06):1 152–1 159.(in Chinese))
[17] 刘新荣,袁 文,傅 晏,等. 化学溶液和干湿循环作用下砂岩抗剪强度劣化试验及化学热力学分析[J]. 岩石力学与工程学报,2016,35(12):2 534–2 541.(LIU Xinrong,YUAN Wen,FU Yan,et al. Tests on shear strength deterioration of sandstone under the action of chemical solution and drying-wetting cycles and analysis of chemical thermodynamics[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(12):2 534–2 541.(in Chinese))
[18] 中华人民共和国国家标准编写组. GBT50266—2013 工程岩体试验方法标准[S]. 北京:中国计划出版社,2013.(The National Standards Compilation Group of People¢s Republic of China. GBT50266—2013 Standard for test method of engineering rock mass[S]. Beijing:China Planning Publishing House,2013.(in Chinese))
[19] 丁梧秀,冯夏庭. 灰岩细观结构的化学损伤效应及化学损伤定量化研究方法探讨[J]. 岩石力学与工程学报,2005,24(8):1 283–1 288. (DING Wuxiu,FENG Xiating. Study on chemical damage effect and quantitative analysis method of meso-structure of limestone[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(8):1 283–1 288. (in Chinese))
[20] 罗孝俊,杨卫东,李荣西,等. pH值对长石溶解度及次生孔隙发育的影响[J]. 矿物岩石地球化学通报,2001,20(2):103–107.(LUO Xiaojun,YANG Weidong,LI Rongxi,et al. Effects of pH on the solubility of the feldspar and the development of secondary porosity[J]. Bulletin of Mineralogy,Petrology and Geochemistry,2001,20(2):103–107.(in Chinese))
[21] 朱国华. 成岩作用与砂层(岩)孔隙的演化[J]. 石油与天然气地质,1982,3(3):195–203.(ZHU Guohua. Diagenesis in relation to evolution of pores in sandstone[J]. Oil and Gas Geology,1982,3(3):195–203.(in Chinese))
[22] CARLOS R N,ERIC D,EDUARDO S. How does sodium sulfate crystallize? Implications for the decay and testing of building materials[J]. Cement and Concrete Research,2000,30(10):1 527–1 534.
[23] YANG Q B,ZHU B R. Deterioration of concrete due to action of salt crystallization[J]. Journal of Building Materials,2007,10(4):392–396. |
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