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Volume 46 Issue 2
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XIE Qiang, CHEN Yucheng, FU Xiang, TIAN Dalang, BAN Yuxin, XU Dongdong. Fluid-solid coupling model for discontinuous deformation analysis of unsaturated transient seepage[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 299-306. DOI: 10.11779/CJGE20221026
Citation: XIE Qiang, CHEN Yucheng, FU Xiang, TIAN Dalang, BAN Yuxin, XU Dongdong. Fluid-solid coupling model for discontinuous deformation analysis of unsaturated transient seepage[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 299-306. DOI: 10.11779/CJGE20221026
shu

Fluid-solid coupling model for discontinuous deformation analysis of unsaturated transient seepage

  • 1.

    School of Civil Engineering, Chongqiong University, Chongqiong 400045, China

  • 2.

    Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqiong University, Chongqiong 400045, China

  • 3.

    School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqiong 400074, China

  • 4.

    Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China

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  • Received Date: August 18, 2022
  • Available Online: March 13, 2023
    Graphical Abstract
    • Abstract
  • The discontinuous deformation analysis (DDA) is widely used in numerical simulation of rock mass due to its capability to deal with large deformation and large displacement of a block. However, this method is rarely studied in simulating seepage field, especially transient seepage. Based on the steady-state seepage model established according to the cubic law, the unsaturated two-dimensional Richards equation is discretized and the transient global seepage matrix conforming to the DDA scheme is derived. The DDA transient unsaturated seepage fluid-solid coupling model for the DDA is established by acting the water head matrix as the external load form on the block. The correctness of the model is verified through the numerical simulation of soil column infiltration, sand tank infiltration tests and dangerous rock mass engineering cases, which provides a new method for the DDA to deal with the transient unsaturated fluid-solid coupling problem.
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    • References (21)
  • [1]
    张开雨, 刘丰, 夏开文. 模拟脆性材料动态裂纹扩展的非连续变形分析方法[J]. 岩土工程学报, 2022, 44(1): 125-133. doi: 10.11779/CJGE202201012

    ZHANG Kaiyu, LIU Feng, XIA Kaiwen. Numerical study on dynamic crack propagation of brittle materials by discontinuous deformation analysis[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(1): 125-133. (in Chinese) doi: 10.11779/CJGE202201012
    [2]
    张洪. 一种增广拉格朗日优化方案及其非连续变形分析实现[J]. 岩土工程学报, 2019, 41(2): 361-367. doi: 10.11779/CJGE201902015

    ZHANG Hong. An optimized augmented Lagrangian method and its implementation in discontinuous deformation analysis(DDA) [J]. Chinese Journal of Geotechnical Engineering, 2019, 41(2): 361-367. (in Chinese) doi: 10.11779/CJGE201902015
    [3]
    XU D D, LU B, CHENG Y H, et al. A continuous-discontinuous deformation analysis method for simulating the progressive failure process of riverbanks[J]. Engineering Analysis With Boundary Elements, 2022, 143: 137-151. doi: 10.1016/j.enganabound.2022.06.012
    [4]
    MA K, LIU G Y, GUO L J, et al. Deformation and stability of a discontinuity-controlled rock slope at Dagangshan hydropower station using three-dimensional discontinuous deformation analysis[J]. International Journal of Rock Mechanics and Mining Sciences, 2020, 130: 104313. doi: 10.1016/j.ijrmms.2020.104313
    [5]
    WU J H, DO T N, CHEN C H, et al. New geometric restriction for the displacement–constraint points in discontinuous deformation analysis[J]. International Journal of Geomechanics, 2017, 17(5): E4016002.1-E4016002.18.
    [6]
    XIA M Y, CHEN G Q, YU P C, et al. Improvement of DDA with a new unified tensile fracture model for rock fragmentation and its application on dynamic seismic landslides[J]. Rock Mechanics and Rock Engineering, 2021, 54(3): 1055-1075. doi: 10.1007/s00603-020-02307-9
    [7]
    刘泉声, 蒋亚龙, 何军. 非连续变形分析的精度改进方法及研究趋势[J]. 岩土力学, 2017, 38(6): 1746-1761.

    LIU Quansheng, JIANG Yalong, HE Jun. Precision improvement methods and research trends of discontinuous deformation analysis[J]. Rock and Soil Mechanics, 2017, 38(6): 1746-1761. (in Chinese)
    [8]
    张国新, 雷峥琦, 程恒. 水对岩质边坡倾倒变形影响的DDA模拟[J]. 中国水利水电科学研究院学报, 2016, 14(3): 161-170.

    ZHANG Guoxin, LEI Zhengqi, CHENG Heng. DDA simulation of impact of water on toppling deformation of rock slope[J]. Journal of China Institute of Water Resources and Hydropower Research, 2016, 14(3): 161-170. (in Chinese)
    [9]
    虞松, 朱维申, 张云鹏. 基于DDA方法一种流-固耦合模型的建立及裂隙体渗流场分析和应用[J]. 岩土力学, 2015, 36(2): 555-560.

    YU Song, ZHU Weishen, ZHANG Yunpeng. Coupled hydro-mechanical model based DDA method for seepage analysis of fractured rock mass and its application[J]. Rock and Soil Mechanics, 2015, 36(2): 555-560. (in Chinese)
    [10]
    王知深. 岩石水压致裂的机理研究及非连续变形分析计算[D]. 济南: 山东大学, 2019.

    WANG Zhishen. Study on Mechanism and Discontinuous Deformation Analysis of Hydraulic Fracturing of Rock[D]. Jinan: Shandong University, 2019. (in Chinese)
    [11]
    江巍, 陈玮, 孙冠华, 等. 基于DDA方法的藕塘滑坡失稳模式分析[J]. 防灾减灾工程学报, 2016, 36(4): 551-558, 608.

    JIANG Wei, CHEN Wei, SUN Guanhua, et al. Research on failure mode of outang landslide using DDA method[J]. Journal of Disaster Prevention and Mitigation Engineering, 2016, 36(4): 551-558, 608. (in Chinese)
    [12]
    HU Y Z, LI X A, ZHANG Z B, et al. Numerical modeling of complex hydraulic fracture networks based on the discontinuous deformation analysis (DDA) method[J]. Energy Exploration & Exploitation, 2021, 39(5): 1640-1665.
    [13]
    MORGAN W E, ARAL M M. An implicitly coupled hydro-geomechanical model for hydraulic fracture simulation with the discontinuous deformation analysis[J]. International Journal of Rock Mechanics and Mining Sciences, 2015, 73: 82-94. doi: 10.1016/j.ijrmms.2014.09.021
    [14]
    郑春梅. 基于DDA的裂隙岩体水力耦合研究[D]. 济南: 山东大学, 2010.

    ZHENG Chunmei. Study on Hydro-Mechanical Coupling of Fractured Rock Mass Based on DDA[D]. Jinan: Shandong University, 2010. (in Chinese)
    [15]
    雷峥琦. 水库蓄水诱发岸坡蠕变的DDA分析[D]. 北京: 中国水利水电科学研究院, 2018.

    LEI Zhengqi. DDA Analysis on Creep Deformation of Slope Triggered by Reservoir impoundment[D]. Beijing: China Institute of Water Resources and Hydropower Research, 2018. (in Chinese)
    [16]
    王睿, 周宏伟, 卓壮, 等. 非饱和土空间分数阶渗流模型的有限差分方法研究[J]. 岩土工程学报, 2020, 42(9): 1759-1764. doi: 10.11779/CJGE202009021

    WANG Rui, ZHOU Hongwei, ZHUO Zhuang, et al. Finite difference method for space-fractional seepage process in unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(9): 1759-1764. (in Chinese) doi: 10.11779/CJGE202009021
    [17]
    VAN GENUCHTEN M T. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils[J]. Soil Science Society of America Journal, 1980, 44(5): 892-898. doi: 10.2136/sssaj1980.03615995004400050002x
    [18]
    MUALEM Y. A new model for predicting the hydraulic conductivity of unsaturated porous media[J]. Water Resources Research, 1976, 12(3): 513-522. doi: 10.1029/WR012i003p00513
    [19]
    陈远强, 杨永涛, 郑宏, 等. 饱和-非饱和渗流的数值流形法研究与应用[J]. 岩土工程学报, 2019, 41(2): 338-347. doi: 10.11779/CJGE201902012

    CHEN Yuanqiang, YANG Yongtao, ZHENG Hong, et al. Saturated-unsaturated seepage by numerical manifold method[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(2): 338-347. (in Chinese) doi: 10.11779/CJGE201902012
    [20]
    VAUCLIN M, KHANJI D, VACHAUD G. Experimental and numerical study of a transient, two-dimensional unsaturated-saturated water table recharge problem[J]. Water Resources Research, 1979, 15(5): 1089-1101. doi: 10.1029/WR015i005p01089
    [21]
    谢强, 田大浪, 刘金辉, 等. 土质边坡的饱和-非饱和渗流分析及特殊应力修正[J]. 岩土力学, 2019, 40(3): 879-892.

    XIE Qiang, TIAN Dalang, LIU Jinhui, et al. Simulation of seepage flow on soil slope and special stress-correction technique[J]. Rock and Soil Mechanics, 2019, 40(3): 879-892. (in Chinese)
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