Experimental Study of Grotto Sandstone Strength under Different pH Environments and Dry-Wet cycles

  • Wang Chenglong ,
  • Guo Yue ,
  • Zhang Wengang ,
  • Jiang Siwei ,
  • Liu Dongsheng
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  • 1. College of Civil Engineering, Chongqing University, Chongqing 400045, P.R. China;
    2. Academy of Dazu Rock Carvings, Chongqing 402360, P.R. China;
    3. Chongqing Bureau of Geology and Minerals Exploration, Chongqing 401121, P.R. China

Received date: 2024-11-21

  Online published: 2025-09-03

Abstract

As an important outdoor cultural relic, the grotto temple is affected by the dry-wet cycles caused by rainfall, water seepage and other natural environment for a long time, As a result, the deterioration of physical and mechanical properties is induced, causing instability damage. In order to better protect grotto cultural relics, the sandstone of Dazu stone carving grottoes is selected as the research object. Experimental research on the strength deterioration characteristics of grotto sandstone under the action of dry-wet cycles is carried out through uniaxial compression test and Brazilian split test, and the influences of dry-wet cycles combined with immersion in solutions of different pH values are analysed. The results show that: (1) The uniaxial compressive and tensile strengths of sandstone after complete drying are improved compared to the natural state. (2) The mechanical properties of the sandstone deteriorate after several dry-wet cycles. With the increase of the number of cycles, the deterioration gradually increases. When the dry-wet cycle reaches a certain number, the impact on the strength of sandstone is weakened. (3) Different pH values also affect the degree of sandstone deterioration. The lower pH value will induce more serious deterioration of the sandstone mechanical properties. (4) After several dry-wet cycles using acidic solutions, the sandstone damage form changes compared to that in the natural state.

Cite this article

Wang Chenglong , Guo Yue , Zhang Wengang , Jiang Siwei , Liu Dongsheng . Experimental Study of Grotto Sandstone Strength under Different pH Environments and Dry-Wet cycles[J]. Chinese Journal of Underground Space and Engineering, 2025 , 21(4) : 1202 -1210 . DOI: 10.20174/j.JUSE.2025.04.11

References

[1] 童登金.大足石刻的保护与展望[J]. 文物保护与考古科学, 2003, 15(3): 57-60. (Tong Dengjin. Protection and outlook of Dazu Rock Carvings[J]. Sciences of Conservation and Archaeology, 2003, 15(3): 57-60. (in Chinese))
[2]傅晏. 干湿循环水岩相互作用下岩石劣化机理研究[D]. 重庆:重庆大学, 2010. (Fu Yan. Study on water-rock interaction with the cyclic drying-wetting effect on rock[D]. Chongqing: Chongqing University, 2010. (in Chinese))
[3]Ojo O, Brook N. The effect of moisture on some mechanical properties of rock[J]. MiningScience & Technology, 1990, 10(2): 145-156.
[4]沈照理,王焰新. 水—岩相互作用研究的回顾与展望[J]. 地球科学, 2002,27(2):127-133. (Shen Zhaoli, Wang Yanxin. Review and outlook of water-rock interaction studies[J]. Earth Science Journal of China University of Geosciences, 2002, 27(2): 127-133. (in Chinese))
[5]刘新荣, 傅晏, 王永新, 等.水—岩相互作用对库岸边坡稳定的影响研究[J].岩土力学, 2009, 30(3):613-616, 627. (Liu Xinrong, Fu Yan, Wang Yongxin, et al. Stability of reservoir bank slope under water-rock interaction[J]. Rock and Soil Mechanics, 2009, 30(3): 613-616, 627. (in Chinese))
[6]傅晏, 刘新荣, 张永兴, 等. 水岩相互作用对砂岩单轴强度的影响研究[J].水文地质工程地质, 2009, 36(6):54-58. (Fu Yan, Liu Xinrong, Zhang Yongxing, et al. Study on the influence of water-rock interaction to the strength of sandstone[J]. Hydrogeology & Engineering Geology, 2009, 36(6): 54-58. (in Chinese))
[7]Jeng F S, Lin M L, Huang T H. Wetting deterioration of soft sandstone - Microscopic Insights[A]//ISRM International Symposium 2000, IS 2000 [C].2018.
[8]张鹏, 柴肇云. 干湿循环条件下砂岩强度劣化试验研究[J]. 金属矿山, 2013, 42(10):5-7,11. (Zhang Peng, Chai Zhaoyun. Sandstone strength degradation experiments under the condition of dry-wet circulation[J]. Metal Mine, 2013, 42(10): 5-7, 11. (in Chinese))
[9]邓华锋, 李建林, 王孔伟, 等. “饱水—风干”循环作用下砂岩 损伤劣化规律研究[J].地下空间与工程学报,2011, 7(6): 1091-1096, 1120. (Deng Huafeng, Li Jianlin, Wang Kongwei, et al. Research on the deterioration rules of damaged sand rock under “saturation-air dry” cycles[J]. Chinese Journal of Underground Space and Engineering, 2011, 7(6): 1091-1096, 1120. (in Chinese))
[10]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):2534-2541. (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 Rock Mechanics and Engineering, 2016, 35(12): 2534-2541. (in Chinese))
[11]高学成. 水—岩作用下三峡库区巫峡段灰岩损伤演化规律研究[D].重庆:重庆大学, 2022. (Gao Xuecheng. Study on the damage evolution law of limestone in Wuxia section of Three Gorges reservoir area under water-rock interaction [D]. Chongqing: Chongqing University, 2022. (in Chinese))
[12]胡振瀛, 范幸义, 朱作荣, 等. 大足石刻保护岩体稳定性预测研究[J]. 地下空间, 1995, 15(4):267-276. (Hu Zhenying,Fan Xingyi,Zhu Zuorong, et al. A study on prediction of rock stability for protection of Dazu grotto[J]. Underground Space,1995,15(4):267-276. (in Chinese))
[13]张兵峰,蒋思维. 重庆大足石刻大佛湾渗水病害初探[J]. 中国文物科学研究, 2016 (1): 68-71. (Zhang Bingfeng, Jiang Siwei. Preliminary exploration of water seepage disease on big buddha bay of Dazu Rock Carving[J]. China Cultural Heritage Scientific Research, 2016 (1): 68-71. (in Chinese))
[14]黄军朋. 大足石刻卧佛摩崖造像岩体表层风化特征及机理初探[D]. 兰州:兰州大学, 2018. (Huang Junpeng. Surface weathering characteristics and mechanism study on Dazu Rock Carving Niche of Sakyamuni Entering Nirvana[D]. Lanzhou: Lanzhou University, 2018. (in Chinese))
[15]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): 1513-1521. (Li Zhen, Zhang Jingke, Liu Dun, et al. Experimental study on indoor simulation deterioration of Xiaofowan sandstone in Dazu Rock Carvings[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(8): 1513-1521. (in Chinese))
[16]朱鹏熹,王成龙,蒋思维, 等.温度影响下石窟砂岩力学特性试验研究[J].岩石力学与工程学报, 2024,43(S1):3310-3320. (Zhu Pengxi, Wang Chenglong, Jiang Siwei, et al. Experimental study on mechanical properties of grottoes sandstone influenced by temperature[J]. Chinese Journal of Rock Mechanics and Engineering, 2024, 43(S1):3310-3320. (in Chinese))
[17]蒋思维,王成龙,刘东升, 等. 三轴应力条件下温度循环变化对大足石刻砂岩力学特性的影响[J].土木与环境工程学报(中英文), 2025, 47(2):39-48. (Jiang Siwei, Wang Chenglong, Liu Dongsheng, et al. The influence of cyclic temperature variation on mechanical properties of Dazu Rock Carving sandstone under triaxial stress condition[J]. Journal of Civil and Environmental Engineering, 2025, 47(2):39-48. (in Chinese))
[18]梁行洲. 大足石刻砂岩材料风化程度量化评估[D]. 兰州:兰州大学,2017. (Liang Xingzhou. Quantitative assessment of weathering degree of sandstone material in Dazu Rock Carvings[D]. Lanzhou: Lanzhou University, 2017. (in Chinese))
[19]樊孟. 大足石刻小佛湾造像岩体表层风化特征及机理研究[D]. 兰州:兰州大学, 2018. (Fan Meng. Surface weathering Characteristics and Mechanism study of the XiaoFoWan Statues Dazu Rock Carving[D]. Lanzhou: Lanzhou University, 2018. (in Chinese))
[20]陈钊,兰恒星,刘世杰, 等.干湿循环作用下石窟砂岩的抗拉强度劣化机理及破坏模式[J].地球科学, 2024,49(2):612-624. (Chen Zhao, Lan Hengxing, Liu Shijie, et al. Mechanism and failure mode of tensile strength deterioration of Shikuosi sandstone under dry and wet cycling [J]. Earth Science, 2024, 49(2):612-624. (in Chinese))
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