Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 45 Issue 4
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Supplements
XIAO Peng, CHEN Youliang, DU Xi, WANG Suran. Mechanical properties of sandstone under freeze-thaw cycles and studies on meso-damage constitutive model[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(4): 805-815. DOI: 10.11779/CJGE20220219
Citation: XIAO Peng, CHEN Youliang, DU Xi, WANG Suran. Mechanical properties of sandstone under freeze-thaw cycles and studies on meso-damage constitutive model[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(4): 805-815. DOI: 10.11779/CJGE20220219
shu

Mechanical properties of sandstone under freeze-thaw cycles and studies on meso-damage constitutive model

  • 1.

    Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China

  • 2.

    Department of Civil Engineering, School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China

  • 3.

    School of Civil and Environmental Engineering, University of New South Wales, Sydney 2052, Australia

  • 4.

    Department of Underground Architecture and Engineering, Tongji University, Shanghai 200093, China

More Information
  • Received Date: March 01, 2022
  • Available Online: April 16, 2023
    Graphical Abstract
    • Abstract
  • To address the freeze-thaw problems of rocks in cold-zone rock engineering, the sandstone is selected as the specimen and analyzed for mass loss, microstructure and mechanical properties by conducting the cyclic indoor freeze-thaw tests, scanning electron microscope observations and triaxial compression tests. Then, based on the Lemaitre strain equivalence hypothesis theory, the meso-scale freeze-thaw damage variables and force damage variables are introduced to reflect the process of freeze-thaw damage of the rocks to describe the degree of deterioration of rock materials and the damage evolution law. Using the continuous damage mechanics theory, the damage evolution equation and the meso-scale damage constitutive model for the rocks under the coupling of freeze-thaw and cofining pressure are established. The theoretical derivation method is used to obtain the required expressions for model parameters. Finally, the rationality and accuracy of the model are verified by the triaxial compression test data of freeze-thaw of the rocks. The peak points of the test curve are compared with those of the theoretical curve by the model, and the results show that they are in good agreement. The damage constitutive model can better reflect the stress-strain peak characteristics of the rocks during triaxial compression, which verifies the rationality and reliability of the proposed model and the relevant method for determining the model parameters. This model expands the damage model for the rocks under the coupling of freeze-thaw and confining pressure and further reveals their damage mechanism and failure law.
    • FullText(HTML)
    • References (19)
  • [1]
    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. doi: 10.3321/j.issn:1000-6915.2002.04.015

    TANG Liansheng, ZHANG Pengcheng, WANG Sijing. Testing study on macroscopic mechanics effect of chemical action of water on rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(4): 526-531. (in Chinese) doi: 10.3321/j.issn:1000-6915.2002.04.015
    [2]
    WIEDERHORN S M. A chemical interpretation of static fatigue[J]. Journal of the American Ceramic Society, 1972, 55(2): 81-85. doi: 10.1111/j.1151-2916.1972.tb11215.x
    [3]
    霍润科, 李宁, 刘汉东. 酸性环境下类砂岩材料波速特性分析[J]. 岩土力学, 2005, 26(4): 608-611. doi: 10.3969/j.issn.1000-7598.2005.04.021

    HUO Runke, LI Ning, LIU Handong. Analysis of characteristics of longitudinal wave velocity of mortar subjected to hydrochloric acid attack[J]. Rock and Soil Mechanics, 2005, 26(4): 608-611. (in Chinese) doi: 10.3969/j.issn.1000-7598.2005.04.021
    [4]
    丁梧秀, 冯夏庭. 化学腐蚀下灰岩力学效应的试验研究[J]. 岩石力学与工程学报, 2004, 23(21): 3571-3576. doi: 10.3321/j.issn:1000-6915.2004.21.002

    DING Wuxiu, FENG Xiating. Testing study on mechanical effect for limestone under chemical erosion[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(21): 3571-3576. (in Chinese) doi: 10.3321/j.issn:1000-6915.2004.21.002
    [5]
    杨更社, 蒲毅彬, 马巍. 寒区冻融环境条件下岩石损伤扩展研究探讨[J]. 实验力学, 2002, 17(2): 220-226. doi: 10.3969/j.issn.1001-4888.2002.02.015

    YANG Gengshe, PU Yibin, MA Wei. Discussion on the damage propagation for the rock under the frost and thaw condition of frigid zone[J]. Journal of Experimental Mechanics, 2002, 17(2): 220-226. (in Chinese) doi: 10.3969/j.issn.1001-4888.2002.02.015
    [6]
    何国梁, 张磊, 吴刚. 循环冻融条件下岩石物理特性的试验研究[J]. 岩土力学, 2004, 25(增刊2): 52-56. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2004S200A.htm

    HE Guoliang, ZHANG Lei, WU Gang. Test study on physical characteristics of rock under freezing-thawing cycles[J]. Rock and Soil Mechanics, 2004, 25(S2): 52-56. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2004S200A.htm
    [7]
    陈有亮, 王朋, 张学伟, 等. 花岗岩在化学溶蚀和冻融循环后的力学性能试验研究[J]. 岩土工程学报, 2014, 36(12): 2226-2235. doi: 10.11779/CJGE201412010

    CHEN Youliang, WANG Peng, ZHANG Xuewei, et al. Experimental research on mechanical properties of granite in chemical dissolution under freeze-thaw cycles[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2226-2235. (in Chinese) doi: 10.11779/CJGE201412010
    [8]
    韩铁林, 师俊平, 陈蕴生, 等. 不同化学腐蚀下砂岩冻融力学特性劣化的试验研究[J]. 固体力学学报, 2017, 38(6): 503-520. https://www.cnki.com.cn/Article/CJFDTOTAL-GTLX201706003.htm

    HAN Tielin, SHI Junping, CHEN Hengchen, et al. Laboratory investigation on the mechanical properties of sandstone immersed in different chemical corrosion under freeze-thaw cycles[J]. Chinese Journal of Solid Mechanics, 2017, 38(6): 503-520. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GTLX201706003.htm
    [9]
    张君岳, 田镇, 刘桓兑, 等. 冻融红砂岩物理力学性质损伤演化试验研究[J]. 矿业研究与开发, 2020, 40(10): 79-84. https://www.cnki.com.cn/Article/CJFDTOTAL-KYYK202010015.htm

    ZHANG Junyue, TIAN Zhen, LIU Huandui, et al. Experimental research of physical and mechanical damage evolution of freeze-thaw red sandstone[J]. Mining Research and Development, 2020, 40(10): 79-84. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-KYYK202010015.htm
    [10]
    张慧梅, 杨更社. 冻融与荷载耦合作用下岩石损伤模型的研究[J]. 岩石力学与工程学报, 2010, 29(3): 471-476. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201003007.htm

    ZHANG Huimei, YANG Gengshe. Research on damage model of rock under coupling action of freeze-thaw and load[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(3): 471-476. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201003007.htm
    [11]
    徐光苗, 刘泉声. 岩石冻融破坏机理分析及冻融力学试验研究[J]. 岩石力学与工程学报, 2005, 24(17): 3076-3082. doi: 10.3321/j.issn:1000-6915.2005.17.012

    XU Guangmiao, LIU Quansheng. Analysis of mechanism of rock failure due to freeze-thaw cycling and mechanical testing study on frozen-thawed rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(17): 3076-3082. (in Chinese) doi: 10.3321/j.issn:1000-6915.2005.17.012
    [12]
    孟祥振, 张慧梅, 康晓革. 含孔隙冻融岩石的损伤本构模型[J]. 西安科技大学学报, 2019, 39(4): 688-692. https://www.cnki.com.cn/Article/CJFDTOTAL-XKXB201904019.htm

    MENG Xiangzhen, ZHANG Huimei, KANG Xiaoge. Damage constitutive model of porous rock under freeze-thaw[J]. Journal of Xi'an University of Science and Technology, 2019, 39(4): 688-692. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XKXB201904019.htm
    [13]
    杨涛, 霍树义, 金坎辉, 等. 冻融循环下砂岩损伤演化及本构模型[J]. 地质与勘探, 2020, 56(4): 826-831. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKT202004016.htm

    YANG Tao, HUO Shuyi, JIN Kanhui, et al. Damage evolution and constitutive model under freeze-thaw cycles[J]. Geology and Exploration, 2020, 56(4): 826-831. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DZKT202004016.htm
    [14]
    MATSUOKA H, NAKAI T R. Stress-deformation and strength characteristics of soil under three different principal stresses[J]. Proceedings of the Japan Society of Civil Engineers, 1974(232): 59-70.
    [15]
    SATAKE M. Stress-deformation and strength characteristics of soil under three difference principle stresses[J]. Proc of Japan Society of Civil Engineers, 1976, 246: 137-138.
    [16]
    MATSUOKA H, HOSHIKAWA T, UENO K. A general failure criterion and stress-strain relation for granular materials to metals[J]. Soils and Foundations, 1990, 30(2): 119-127.
    [17]
    张二锋, 杨更社, 刘慧. 冻融循环作用下砂岩细观损伤演化规律试验研究[J]. 煤炭工程, 2018, 50(10): 50-55. https://www.cnki.com.cn/Article/CJFDTOTAL-MKSJ201810013.htm

    ZHANG Erfeng, YANG Gengshe, LIU Hui. Experimental study on meso-damage evolution of sandstone under freeze-thaw cycles[J]. Coal Engineering, 2018, 50(10): 50-55. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-MKSJ201810013.htm
    [18]
    许玉娟, 周科平, 李杰林, 等. 冻融岩石核磁共振检测及冻融损伤机制分析[J]. 岩土力学, 2012, 33(10): 3001-3005, 3102. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201210022.htm

    XU Yujuan, ZHOU Keping, LI Jielin, et al. Study of rock NMR experiment and damage mechanism analysis under freeze-thaw condition[J]. Rock and Soil Mechanics, 2012, 33(10): 3001-3005, 3102. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201210022.htm
    [19]
    张蒙军. 冻融环境下红砂岩物理力学特性试验研究[D]. 西安: 西安科技大学, 2015.

    ZHANG Mengjun. The Experimental Studyon the Physical and Mechanical Properties of Red Sandstone under the Environment of Freeze-Thaw Environment[D]. Xi'an: Xi'an University of Science and Technology, 2015. (in Chinese)
    • Related Articles

  • Related Articles

    [1]FENG Huai-ping, MA De-liang, WANG Zhi-peng, CHANG Jian-mei. Measurement of resistivity of unsaturated soils using van der Pauw method[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(4): 690-696. DOI: 10.11779/CJGE201704014
    [2]LIU Song-yu, BIAN Han-liang, CAI Guo-jun, CHU Ya. Influences of water and oil two-phase on electrical resistivity of oil-contaminated soils[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 170-177. DOI: 10.11779/CJGE201701016
    [3]LIU Ting-fa, NIE Yan-xia, HU Li-ming, ZHOU Qi-you, WEN Qing-bo. Model tests on moisture migration based on high-density electrical resistivity tomography method[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 761-768. DOI: 10.11779/CJGE201604023
    [4]ZHAO Yan-ru, CHEN Xiang-sheng, HUANG Li-ping, ZHOU Zhong-hua, XIE Qiang. Experimental study on electrical resistivity of municipal solid waste[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(12): 2205-2216. DOI: 10.11779/CJGE201512010
    [5]GUO Xiu-jun, WU Shui-juan, MA Yuan-yuan. Quantitative investigation of landfill-leachate contaminated sand soil with electrical resistivity method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2066-2071.
    [6]LIU Bin, NIE Li-chao, LI Shu-cai, LI Li-ping, SONG Jie, LIU Zheng-yu. Numerical forward and model tests of water inrush real-time monitoring in tunnels based on electrical resistivity tomography method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2026-2035.
    [7]Numerical modeling of direct current electrical resistivity with 3D FEM based on PCG algorithm[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1846-1855.
    [8]ZHA Fusheng, LIU Songyu, DU Yanjun, CUI Kerui. Quantitative research on microstructures of expansive soils during swelling using electrical resistivity measurements[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(12): 1832-1839.
    [9]HAN Lihua, LIU Songyu, DU Yanjun. New method for testing contaminated soil——electrical resistivity method[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 1028-1032.
    [10]SUN Yue. Numerical analysis for three-dimensional resistivity model by using finite element/infinite element methods[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 733-737.
    • Supplements (1)

  • Other Related Supplements

  • Cited by

    Periodical cited type(11)

    1. 吕庆强，蔡伟. 某库区移民场地条件变化后的砂土液化研究. 地质灾害与环境保护. 2024(01): 70-73 .
    2. 李雨润，范浩然，闫志晓，辛晓梅. 干砂与饱和砂土场地直斜群桩横向动力响应特性对比研究. 自然灾害学报. 2024(03): 202-216 .
    3. 杨洋，魏怡童. 基于分类树的液化概率等级评估新方法. 岩土力学. 2024(07): 2175-2186+2194 .
    4. 李萍萍，赵少飞，鲍俊文，刘子源. 基于标贯试验的含细粒砂土液化概率判别新模型. 防灾减灾工程学报. 2024(05): 1133-1139 .
    5. 袁近远，苏安双，陈龙伟，许成顺，王淼，袁晓铭，张思宇. 基于剪切波速的砾性土液化概率计算的中国方法. 岩土力学. 2024(11): 3378-3387+3415 .
    6. 袁近远，王兰民，汪云龙，袁晓铭. 不同设防水准下场地液化震害风险差异性研究. 岩石力学与工程学报. 2023(01): 246-260 .
    7. 王维铭，陈龙伟，郭婷婷，汪云龙，凌贤长. 基于中国砂土液化数据库的标准贯入试验液化判别方法研究. 岩土力学. 2023(01): 279-288 .
    8. 郝少雷，张兵，徐世光，李岳峰，陈梦瑞，邓立雄，郭薇. 基于SPT-APD-DDA的砂土液化评价方法研究. 地震工程学报. 2023(04): 877-886 .
    9. 李原，王睿，张建民. 地下水位上升对北京土层地震液化的影响. 土木工程学报. 2023(S2): 95-103 .
    10. 赵志江. 泵站基础液化判别方法分析. 水利技术监督. 2023(12): 217-221 .
    11. 邱香，袁晓铭，李鑫洋，汪云龙，李兆焱，张思宇. 不同地区数据下CPT液化判别公式的差异性与互用可行性研究. 土木工程学报. 2022(S1): 241-249 .

    Other cited types(6)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(17)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return