温度循环作用下石窟砂岩渗透特性试验
作者:
作者单位:

1.大足石刻研究院,重庆 402360;2.重庆大学 土木工程学院,重庆 400044;3.重庆市地质矿产勘查开发局,重庆 401121

作者简介:

王成龙(1989—),男,博士,副教授,主要从事岩土工程方向的研究,(E-mail)wangclong@cqu.edu.cn。

通讯作者:

郭亚琛,男,研究生,主要从事岩土工程方向的研究,(E-mail)GuoYCh2023@163.com。

基金项目:

大足石刻研究院科研资助项目(H20220387);重庆市技术创新与应用发展专项重点项目(CSTB2022TIAD-KPX0095);重庆市自然科学基金创新发展联合基金项目(CSTB2022NSCQ-LZX0001)。


Experiments on permeability characteristics of grotto sandstone after temperature cycling
Author:
Affiliation:

1.Academy of Dazu Rock Carvings, Chongqing402360, P. R. China;2.College of Civil Engineering, Chongqing University, Chongqing400044, P. R. China;3.Chongqing Bureau of Geology and Minerals Exploration, Chongqing401121, P. R. China

Fund Project:

Supported by the Academy of Dazu Rock Carvings Foundation (H20220387), Special Key Project of Chongqing Technology Innovation and Application Development (CSTB2022TIAD-KPX0095), and Natural Science Foundation of Chongqing (CSTB2022NSCQ-LZX0001).

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    摘要:

    石窟岩体常年裸露在外,会受到多种自然因素的影响,尤其是温度变化和渗水等,可能导致岩体物理力学性质发生改变。针对温度循环作用下石窟砂岩的渗透特性开展研究,选取重庆大足石刻砂岩为研究对象,通过渗透试验,对多次冷热循环后石窟砂岩的渗透率进行测定和分析,并进一步研究了渗透试验后石窟砂岩的抗压强度特性。试验过程设计了不同冷热循环次数、不同高温持续时间、不同冷却方式等多种试验工况。研究结果表明:经过多次冷热循环,砂岩渗透率增加,并且渗透率变化幅度受循环次数和冷却方式的影响;当渗透压增大,砂岩渗透率增加;在高渗透压下渗透后,砂岩的强度稍小于低渗透压下的强度。

    Abstract:

    The rock mass of grotto temples, exposed year round, is influenced by natural factors, especially temperature fluctuations and water seepage, which change the rock’s physical properties. This paper investigates the permeability characteristics of Dazu grotto sandstone(Chongqing) after multiple heating-cooling cycles. Permeability tests are conducted under various conditions, such as cycle frequency, high temperature exposure durations, and cooling methods. Results show that sandstone permeability increases with heating-cooling cycles, influenced by the number of cycles and cooling methods. High permeability pressure also reduces sandstone’s compressive strength compared to low permeability pressure.

    参考文献
    [1] 李春. 冷热交替作用下花岗岩物理力学特性演化规律研究[D]. 太原: 太原理工大学, 2020.Li C. Study of the evolution of granite’s physical and mechanical properties under heating and cooling alternating[D].Taiyuan: Taiyuan University of Technology, 2020. (in Chinese)
    [2] Jiang H P, Jiang A N, Zhang F R. Experimental investigation on the evolution of damage and seepage characteristics for red sandstone under thermal-mechanical coupling conditions[J]. Environmental Earth Sciences, 2021, 80(24): 816.
    [3] Xu P, Yang S Q. Influence of stress and high-temperature treatment on the permeability evolution behavior of sandstone[J]. Acta Mechanica Sinica, 2019, 35(2): 419-432.
    [4] Li Y Z, Wu Y, Qiao W G, et al. The permeability evolution of sandstones with different pore structures under high confining pressures, high pore water pressures and high temperatures[J]. Applied Sciences, 2023, 13(3): 1771.
    [5] Zhao Z L, Jing H W, Fu G P, et al. Experimental and numerical studies on permeability properties of thermal damaged red sandstone under different confining pressures[J]. Geofluids, 2021, 2021(1): 6693768.
    [6] 盛金昌, 张肖肖, 贾春兰, 等. 温变条件下石灰岩裂隙渗透特性实验研究[J]. 岩石力学与工程学报, 2017, 36(8): 1832-1840.Sheng J C, Zhang X X, Jia C L, et al. Experiment study on permeability of limestone fracture under temperature variation[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(8): 1832-1840. (in Chinese)
    [7] Casse F J, Ramey H JJr. The Effect of temperature and confining pressure on single-phase flow in consolidated rocks (includes associated paper 9087) [J]. Journal of Petroleum Technology, 1979, 31(8): 1051-1059.
    [8] 贺玉龙, 杨立中. 温度和有效应力对砂岩渗透率的影响机理研究[J]. 岩石力学与工程学报, 2005, 24(14): 2420-2427.He Y L, Yang L Z. Mechanism of effects of temperature and effective stress on permeability of sandstone[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(14): 2420-2427. (in Chinese)
    [9] 刘均荣, 秦积舜, 吴晓东. 温度对岩石渗透率影响的实验研究[J]. 石油大学学报: 自然科学版, 2001, 25(4): 51-53.Liu J R, Qin J S, Wu X D. Experimental study on relation between temperature and rocky permeability[J]. Journal of the University of Petroleum, China, 2001, 25(4): 51-53. (in Chinese)
    [10] 张渊, 万志军, 康建荣, 等. 温度、三轴应力条件下砂岩渗透率阶段特征分析[J]. 岩土力学, 2011, 32(3): 677-683.Zhang Y, Wan Z J, Kang J R, et al. Analysis of stage characteristics of sandstone permeability under conditions of temperature and triaxial stress[J]. Rock and Soil Mechanics, 2011, 32(3): 677-683. (in Chinese)
    [11] 陈钊, 兰恒星, 刘世杰, 等. 干湿循环作用下石窟寺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 Z, Lan H X, Liu S J, et al. Mechanism and failure mode of tensile strength degradation of Shikuosi sandstone under dry wet cycling [J]. Earth Science, 2024, 49(2): 612-624. (in Chinese)
    [12] 周其廷, 孙文静, 孙德安, 等. 湿度循环对石窟砂岩孔隙中硫酸盐结晶过程的影响[J]. 东华大学学报(自然科学版), 2023, 49(2): 128-135.Zhou Q T, Sun W J, Sun D A, et al. Effect of humidity cycle on sulfate crystallization process in grotto sandstone pores[J]. Journal of Donghua University (Natural Science), 2023, 49(2): 128-135.(in Chinese)
    [13] 兰恒星, 吕洪涛, 包含, 等. 石窟寺岩体劣化机制与失稳机理研究进展[J]. 地球科学, 2023, 48(4): 1603-1633.Lan H X, Lyu H T, Bao H, et al. Advances in degradation and instability mechanism of grotto temple rock mass[J]. Earth Science, 2023, 48(4): 1603-1633. (in Chinese)
    [14] 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 Z, Zhang J K, Liu D, 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): 1513-1521. (in Chinese)
    [15] 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 P X, Wang C L, Jiang S W, 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)
    [16] 汪东云, 张赞勋, 付林森, 等. 宝顶山石窟卧佛渗水病害形成原因分析[J]. 水文地质工程地质, 1992(3): 25-28.Wang D Y, Zhang Z X, Fu L S, et al. Seepage water’s erosion of the Rock Cut Sleeping Buddha in Baodingshan, Dazu, Sichuan[J]. China Industrial Economics, 1992(3): 25-28. (in Chinese)
    [17] 张赞勋, 付林森, 姚金石, 等. 大足石刻砂岩的岩石学特征[J]. 重庆建筑大学学报, 1995, 17(2): 58-62.Zhang Z X, Fu L S, Yao J S, et al. Lithological characters of carved sandstone in Dazu[J]. Journal of Chongqing Jianzhu University, 1995, 17(2): 58-62. (in Chinese)
    [18] 方芳, 方云, 燕学锋, 等. 重庆大足石刻千手观音造像区地下水渗流机制分析[J]. 文物保护与考古科学, 2009, 21(4): 1-4.Fang F, Fang Y, Yan X F, et al. Groundwater seepage mechanism in the area of the Thousand Armed Guan Yin at Dazu Stone Carvings, Chongqing[J]. Sciences of Conservation and Archaeology, 2009, 21(4): 1-4. (in Chinese)
    [19] 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 B F, Jiang S W. 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)
    [20] 王如宾, 徐波, 徐卫亚, 等. 不同卸荷路径对砂岩渗透性演化影响的试验研究[J]. 岩石力学与工程学报, 2019, 38(3): 467-475.Wang R B, Xu B, Xu W Y, et al. Experimental research of the influence of different unloading stress paths on permeability evolution of sandstone[J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(3): 467-475. (in Chinese)
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王成龙,蒋思维,仉文岗,陈鹏举,刘东升,郭亚琛.温度循环作用下石窟砂岩渗透特性试验[J].重庆大学学报,2024,47(10):37-45.

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  • 收稿日期:2023-09-20
  • 在线发布日期: 2024-11-14
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