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 44 Issue 12
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Supplements
LIU Chi, LIU Xiao-li, ZHANG Dong, WU Chun-lu, WANG En-zhi, WANG Si-jing. Dynamic model for water-rock interface of softening of soft rock and its evolution law[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(12): 2280-2289. DOI: 10.11779/CJGE202212015
Citation: LIU Chi, LIU Xiao-li, ZHANG Dong, WU Chun-lu, WANG En-zhi, WANG Si-jing. Dynamic model for water-rock interface of softening of soft rock and its evolution law[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(12): 2280-2289. DOI: 10.11779/CJGE202212015
shu

Dynamic model for water-rock interface of softening of soft rock and its evolution law

  • 1.

    State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China

  • 2.

    Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China

More Information
  • Received Date: September 05, 2021
  • Available Online: December 13, 2022
    Graphical Abstract
    • Abstract
  • The softening mechanism of soft rock is essentially the deterioration of microstructure caused by change of water-rock interface. The research on the water-rock interface is of great importance. Considering the general characteristics of the soft rock, from the idea of the inverse process of cemented diagenesis, the chemical element analysis of silty mudstone soak solution with different immersion time is carried out. The evolution process of microstructure of the soft rock is studied by using the polarized light micro-section. The concept of interfacial cemented bonding structure is proposed to investigate the established model for evolution of water-rock interface. Based on the diffusion theory, the theoretical equation describing the evolution of water-rock interface is derived and compared with the experimental results. The meso-softening damage factor of soft rock is proposed and deduced, and introduced into block discrete element simulation. The results show that the softening process of the soft rock is accompanied by the shedding and suspension of particles and the dissolution of soluble substances. Besides, the softening of the soft rock has obvious nonlinear dynamic characteristics. The fitting degree between the calculated values and the experimental results is relatively high, which verifies the reliability and rationality of the theoretical equation. The numerical results are in good agreement with the experimental ones.
    • FullText(HTML)
    • References (22)
  • [1]
    朱俊杰. 滇中红层软岩水–岩作用机理及时效性变形特性研究[D]. 成都: 成都理工大学, 2019.

    ZHU Jun-jie. Study on Water-Rock Mechanism and Time-Dependent Deformation Characteristics of Red Beds Soft Rock in Central Yunnan[D]. Chengdu: Chengdu University of Technology, 2019. (in Chinese)
    [2]
    何满潮. 软岩工程力学[M]. 北京: 科学出版社, 2002.

    HE Man-chao. Engineering Mechanics of Soft Rock[M]. Beijing: Science Press, 2002. (in Chinese)
    [3]
    冯启言, 韩宝平, 隋旺华. 鲁西南地区红层软岩水岩作用特征与工程应用[J]. 工程地质学报, 1999, 7(3): 266–271. doi: 10.3969/j.issn.1004-9665.1999.03.012

    FENG Qi-yan, HAN Bao-ping, SUI Wang-hua. Characteristics of water rock interaction of red beds and its application to engineering in southwestern Shandong[J]. Journal of Engineering Geology, 1999, 7(3): 266–271. (in Chinese) doi: 10.3969/j.issn.1004-9665.1999.03.012
    [4]
    周翠英, 谭祥韶, 邓毅梅, 等. 特殊软岩软化的微观机制研究[J]. 岩石力学与工程学报, 2005, 24(3): 394–400. doi: 10.3321/j.issn:1000-6915.2005.03.006

    ZHOU Cui-ying, TAN Xiang-shao, DENG Yi-mei, et al. Research on softening micro-mechanism of special soft rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(3): 394–400. (in Chinese) doi: 10.3321/j.issn:1000-6915.2005.03.006
    [5]
    程强. 红层软岩开挖边坡致灾机理及防治技术研究[D]. 成都: 西南交通大学, 2008.

    CHENG Qiang. Study on Hazard Mechanism and Prevention Technology of Cutting Slope in Red Beds Soft Rock[D]. Chengdu: Southwest Jiaotong University, 2008. (in Chinese)
    [6]
    刘光廷, 胡昱, 李鹏辉. 软岩遇水软化膨胀特性及其对拱坝的影响[J]. 岩石力学与工程学报, 2006, 25(9): 1729–1734. doi: 10.3321/j.issn:1000-6915.2006.09.001

    LIU Guang-ting, HU Yu, LI Peng-hui. Behavior of soaking rock and its effects on design of arch dam[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(9): 1729–1734. (in Chinese) doi: 10.3321/j.issn:1000-6915.2006.09.001
    [7]
    李洪志, 何满潮. 膨胀型软岩力学化学性质研究[J]. 煤, 1995(6): 9–12. https://www.cnki.com.cn/Article/CJFDTOTAL-MEIA506.002.htm

    LI Hong-zhi, HE Man-chao. Study on mechanical and chemical properties of swelled soft rock[J]. Coal, 1995(6): 9–12. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-MEIA506.002.htm
    [8]
    MORGENSTERN N R, EIGENBROD K D. Classification of argillaceous soils and rocks[J]. Journal of the Geotechnical Engineering Division, 1974, 100(10): 1137–1156. doi: 10.1061/AJGEB6.0000106
    [9]
    吴道祥, 刘宏杰, 王国强. 红层软岩崩解性室内试验研究[J]. 岩石力学与工程学报, 2010, 29(增刊2): 4173–4179. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2010S2104.htm

    WU Dao-xiang, LIU Hong-jie, WANG Guo-qiang. Laboratory experimental study of slaking characteristics of red-bed soft rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(S2): 4173–4179. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2010S2104.htm
    [10]
    周翠英, 彭泽英, 尚伟, 等. 论岩土工程中水-岩相互作用研究的焦点问题——特殊软岩的力学变异性[J]. 岩土力学, 2002, 23(1): 124–128. doi: 10.3969/j.issn.1000-7598.2002.01.028

    ZHOU Cui-ying, PENG Ze-ying, SHANG Wei, et al. On the key problem of the water-rock interaction in geoengineering: mechanical variability of special weak rocks and some development trends[J]. Rock and Soil Mechanics, 2002, 23(1): 124–128. (in Chinese) doi: 10.3969/j.issn.1000-7598.2002.01.028
    [11]
    张丹, 陈安强, 刘刚才. 紫色泥岩水热条件下崩解过程的分维特性[J]. 岩土力学, 2012, 33(5): 1341–1346. doi: 10.3969/j.issn.1000-7598.2012.05.010

    ZHANG Dan, CHEN An-qiang, LIU Gang-cai. Disintegration characteristics of purple mudstone based on fractal dimension under hydrothermal condition[J]. Rock and Soil Mechanics, 2012, 33(5): 1341–1346. (in Chinese) doi: 10.3969/j.issn.1000-7598.2012.05.010
    [12]
    黄明, 詹金武. 酸碱溶液环境中软岩的崩解试验及能量耗散特征研究[J]. 岩土力学, 2015, 36(9): 2607–2612, 2623. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201509023.htm

    HUANG Ming, ZHAN Jin-wu. Disintegration tests and energy dissipation characteristics of soft rock in acid and alkali solution[J]. Rock and Soil Mechanics, 2015, 36(9): 2607–2612, 2623. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201509023.htm
    [13]
    杨建林, 王来贵, 李喜林, 等. 遇水–风干循环作用下泥岩断裂的微观机制研究[J]. 岩石力学与工程学报, 2014, 33(增刊2): 3606–3612. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2014S2028.htm

    YANG Jian-lin, WANG Lai-gui, LI Xi-lin, et al. Research on micro-fracture mechanism of mudstone after wet-dry cycles[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(S2): 3606–3612. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2014S2028.htm
    [14]
    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. doi: 10.3321/j.issn:1000-2383.2002.02.001

    SHEN Zhao-li, WANG Yan-xin. Review and outlook of water-rock interaction studies[J]. Earth Science, 2002, 27(2): 127–133. (in Chinese) doi: 10.3321/j.issn:1000-2383.2002.02.001
    [15]
    周翠英, 黄思宇, 刘镇, 等. 红层软岩软化的界面过程及其动力学模型[J]. 岩土力学, 2019, 40(8): 3189–3196, 3206. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201908036.htm

    ZHOU Cui-ying, HUANG Si-yu, LIU Zhen, et al. The interface process and its dynamic model of red-bed soft rock softening[J]. Rock and Soil Mechanics, 2019, 40(8): 3189–3196, 3206. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201908036.htm
    [16]
    潘艺, 刘镇, 周翠英. 红层软岩遇水崩解特性试验及其界面模型[J]. 岩土力学, 2017, 38(11): 3231–3239. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201711020.htm

    PAN Yi, LIU Zhen, ZHOU Cui-ying. Experimental study of disintegration characteristics of red-bed soft rock within water and its interface model[J]. Rock and Soil Mechanics, 2017, 38(11): 3231–3239. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201711020.htm
    [17]
    陈瑜, 曹平, 蒲成志, 等. 水–岩作用对岩石表面微观形貌影响的试验研究[J]. 岩土力学, 2010, 31(11): 3452–3458. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201011017.htm

    CHEN Yu, CAO Ping, PU Cheng-zhi, et al. Experimental study of effect of water-rock interaction on micto-topography of rock surface[J]. Rock and Soil Mechanics, 2010, 31(11): 3452–3458. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201011017.htm
    [18]
    CIANTIA M O, CASTELLANZA R, CROSTA G B, et al. Effects of mineral suspension and dissolution on strength and compressibility of soft carbonate rocks[J]. Engineering Geology, 2015, 184: 1–18.
    [19]
    卢良兆, 许文良. 岩石学[M]. 北京: 地质出版社, 2011.

    LU Liang-zhao, XU Wen-liang. Lithology[M]. Beijing: Geological Publishing House, 2011. (in Chinese)
    [20]
    GU D M, HUANG D A, ZHANG W G, et al. A 2D DEM-based approach for modeling water-induced degradation of carbonate rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2020, 126: 104188–104188.
    [21]
    付腾飞, 徐涛, 朱万成, 等. 基于多晶离散元法的砂岩三轴压缩损伤特性[J]. 东北大学学报(自然科学版), 2020, 41(7): 968–974. https://www.cnki.com.cn/Article/CJFDTOTAL-DBDX202007010.htm

    FU Teng-fei, XU Tao, ZHU Wan-cheng, et al. Damage compression based on polycrystalline discrete element method[J]. Journal of Northeastern University (Natural Science), 2020, 41(7): 968–974. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DBDX202007010.htm
    [22]
    GHAZVINIAN E, DIEDERICHS M S, QUEY R. 3D random Voronoi grain-based models for simulation of brittle rock damage and fabric-guided micro-fracturing[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2014, 6(6): 506–521.
    • Related Articles

  • Related Articles

    [1]LIANG Xiaomin, GU Xiaoqiang, ZHAI Chongpu, WEI Deheng. Anisotropic wave velocities of granular materials and microscopic fabric using X-ray computed tomography[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(7): 1398-1407. DOI: 10.11779/CJGE20230425
    [2]ZHANG He-nian, CHEN Liang, LI Xiong-wei, XI Pei-sheng, MU Lin, HU Cai-yun. Ratio and mechanism of activated magnesium oxide carbonized raw earth block materials[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 233-236. DOI: 10.11779/CJGE2021S2055
    [3]YAO Jun-kai, YE Yang-sheng, WANG Peng-cheng, CHEN Feng, CAI De-gou. Subgrade heave of sulfate attacking on cement-stabilized filler[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 782-788. DOI: 10.11779/CJGE201904024
    [4]XU Xiao-li, GAO Feng, ZHANG Zhi-zhen, ZHANG Chuan-hu. Energy and structural effects of granite after high temperature[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(5): 961-968. DOI: 10.11779/CJGE201405022
    [5]ZHOU Qiao-yong, XIONG Bao-lin, YANG Guang-qing, LIU Wei-chao. Microstructure of low liquid limit silt[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 439-444.
    [6]YU Hui, DING Xuan-ming, KONG Gang-qiang, ZHENG Chang-jie. Comparative FEM analysis of deformation properties of expressway widening projects with cast-in-situ X-shaped concrete piles and circular pile[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 170-176.
    [7]WANG Cheng-hu, WANG Hong-cai, LIU Li-peng, SUN Dong-sheng, ZHAO Wei-hua. Effects of high temperatures on mechanical performance of basaltic tuff and mechanism analysis[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1827-1835.
    [8]Micro-experiments on a soft ground improved by cement-mixed soils with gypsum additive[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(8).
    [9]Full scale model tests on vertical bearing characteristics of cast-in-place X-section piles[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(6).
    [10]WU Yanqing, CAO Guangzhu, DING Weihua. Permeability experiment of sandstone under variable seepage pressures by using X-ray CT real-time observation[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 780-785.
    • Supplements (3)

  • Other Related Supplements

  • Cited by

    Periodical cited type(4)

    1. 王大兵，黄郁东，韩振中，徐考，崔文海，周苏华. 基于贝叶斯逻辑回归模型的边坡稳定性预测. 市政技术. 2023(10): 173-180 .
    2. 曾锃，赵树祥，葛龙进，潘卫平，李敏，殷国峰. 罗闸河二级水电站拱坝右岸边坡变形破坏机制研究及治理后评估. 岩土工程学报. 2021(S1): 171-175 . 本站查看
    3. 夏增选，李萍，曹博，李同录，沈伟，康海伟. 边坡可靠度的Bayes估计及后验稳健性. 河海大学学报(自然科学版). 2020(03): 238-244 .
    4. 谢永利，刘新荣，晏长根，杨忠平，李家春，周志军，岳夏冰. 特殊岩土体工程边坡研究进展. 土木工程学报. 2020(09): 93-105 .

    Other cited types(18)

Catalog

    Get Citation
    PDF
    XML
    Article views (215) PDF downloads (60) Cited by(22)
    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