XING Haozhe, WANG Mingyang, FAN Pengxian, WANG Derong. Grain-size effect on dynamic behavior of sandstone based on high-speed 3D-DIC technique[J]. Explosion And Shock Waves, 2021, 41(11): 113101. doi: 10.11883/bzycj-2021-0088
Citation: XING Haozhe, WANG Mingyang, FAN Pengxian, WANG Derong. Grain-size effect on dynamic behavior of sandstone based on high-speed 3D-DIC technique[J]. Explosion And Shock Waves, 2021, 41(11): 113101. doi: 10.11883/bzycj-2021-0088

Grain-size effect on dynamic behavior of sandstone based on high-speed 3D-DIC technique

doi: 10.11883/bzycj-2021-0088
  • Received Date: 2021-03-15
  • Rev Recd Date: 2021-08-24
  • Available Online: 2021-09-29
  • Publish Date: 2021-11-23
  • The grain size effect on the dynamic behavior of sandstone was investigated through the compression tests on coarse-grained (CG), medium-grained (MG) and fine-grained (FG) sandstones by split Hopkinson pressure bar (SHPB) tests under the strain rates of 69–83 s–1 based on the thin section and electron scanning microscopic (SEM) images analysis, the CG, MG and FG sandstone were mainly composed by quartz with the average grain size of 200–500, 90–500 and 55–120 µm, respectively. With the increasing grain size, the percentage of clay mineral was decreased correspondingly from 8% to 1%. During the dynamic compression, two high-speed cameras were applied to capture the deformation of sandstone at frame rate of 2×105 s–1 and resolution of 256×256. The real-time strain fields of rock were obtained by high-speed three-dimensional digital image correlation (3D-DIC) technique, the dynamic deformative properties, particularly the lateral strain of the specimen, were extracted by averaging the lateral strain field by pixels. The fracturing behavior of three sandstones was analyzed through the strain localization evolution within the strain fields. Results show that the critical strain rate for reversible release of elastic strain energy increases with the decreasing grain size. The dynamic strength ascends along with the reduction of grain size, while the strain rate sensitivity to the dynamic strength has an opposite trend. Compared to the quasi-static case, the dynamic elastic modulus increases by 2–3 times for MG and FG sandstone, particularly 5 times for CG sandstone. The Poisson’s ratio under dynamic loading in FG sandstone is grown by 25%, but drops at 70% of the static one in MG sandstone. The crack primarily generates inside the specimen and propagates to the surface of the specimen afterwards. The crack development is advanced under dynamic loadings, where the normalized stress threshold for crack initiation in FG sandstone is only 10%. Based on the microscopic analysis, mineral structure and clay percentage dominate the dynamic property and fracturing behavior of sandstone, respectively.
  • [1]
    THOMAS D C, BENSON S M. Carbon dioxide capture for storage in deep geologic formations-results from the CO2 capture project: vol 2-geologic storage of carbon dioxide with monitoring and verification [M]. USA: Elsevier, 2015.
    [2]
    YUSOF N Q A M, ZABIDI H. Correlation of mineralogical and textural characteristics with engineering properties of granitic rock from Hulu Langat, Selangor [J]. Procedia Chemistry, 2016, 19: 975–980. DOI: 10.1016/j.proche.2016.03.144.
    [3]
    RÄISÄNEN M. Relationships between texture and mechanical properties of hybrid rocks from the Jaala-Iitti complex, southeastern Finland [J]. Engineering Geology, 2004, 74(3): 197–211. DOI: 10.1016/j.enggeo.2004.03.009.
    [4]
    HARELAND G, POLSTON C, WHITE W. Normalized rock failure envelope as a function of rock grain size [J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1993, 33(5): 479–485. DOI: 10.1016/0148-9062(93)90012-3.
    [5]
    李柯萱, 李铁. 不同加载速率下砂岩弯曲破坏的细观机理 [J]. 爆炸与冲击, 2019, 39(4): 043101. DOI: 10.11883/bzycj-2018-0178.

    LI K X, LI T. Micro-mechanism of bending failure of sandstone under different loading rates [J]. Explosion and Shock Waves, 2019, 39(4): 043101. DOI: 10.11883/bzycj-2018-0178.
    [6]
    WASANTHA P, RANJITH P G, ZHAO J, et al. Strain rate effect on the mechanical behaviour of sandstones with different grain sizes [J]. Rock Mechanics and Rock Engineering, 2015, 48(5): 1883–1895. DOI: 10.1007/s00603-014-0688-4.
    [7]
    YU M, WEI C, NIU L. The coupled effect of loading rate and grain size on tensile strength of sandstones under dynamic disturbance [J]. Shock and Vibration, 2017: 6989043. DOI: 10.1155/2017/6989043.
    [8]
    XING H Z, ZHANG Q B, RUAN D, et al. Full-field measurement and fracture characterisations of rocks under dynamic loads using high-speed three-dimensional digital image correlation [J]. International Journal of Impact Engineering, 2018, 113: 61–72. DOI: 10.1016/j.ijimpeng.2017.11.011.
    [9]
    LIU X, YANG J, XU Z, et al. Experimental investigations on crack propagation characteristics of granite rectangle plate with a crack (GRPC) under different blast loading rates [J]. Shock and Vibration, 2020: 8885582. DOI: 10.1155/2020/8885582.
    [10]
    徐振洋, 杨军, 郭连军. 爆炸聚能作用下混凝土试件劈裂的高速3D DIC实验 [J]. 爆炸与冲击, 2016, 36(3): 400–406. DOI: 10.11883/1001-1455(2016)03-0400-07.

    XU Z Y, YANG J, GUO L J. Study of the splitting crack propagation morphology using high-speed 3D DIC [J]. Explosion and Shock Waves, 2016, 36(3): 400–406. DOI: 10.11883/1001-1455(2016)03-0400-07.
    [11]
    XING H Z, ZHAO J, WU G, et al. Perforation model of thin rock slab subjected to rigid projectile impact at an intermediate velocity [J]. International Journal of Impact Engineering, 2020, 139: 103536. DOI: 10.1016/j.ijimpeng.2020.103536.
    [12]
    SUTTON M A, ORTEU J J, SCHREIER H. Image correlation for shape, motion and deformation measurements: basic concepts, theory and applications [M]. USA: Springer Science and Business Media, 2009.
    [13]
    DAI F, HUANG S, XIA K, et al. Some fundamental issues in dynamic compression and tension tests of rocks using split Hopkinson pressure bar [J]. Rock Mechanics and Rock Engineering, 2010, 43(6): 657–666. DOI: 10.1007/s00603-010-0091-8.
    [14]
    ABEN F, DOAN M L, GRATIER J P, et al. High strain rate deformation of porous sandstone and the asymmetry of earthquake damage in shallow fault zones [J]. Earth and Planetary Science Letters, 2017, 463: 81–91. DOI: 10.1016/j.jpgl.2017.01.016.
    [15]
    LIU K, ZHAO J, WU G, et al. Dynamic strength and failure modes of sandstone under biaxial compression [J]. International Journal of Rock Mechanics and Mining Sciences, 2020, 128: 104260. DOI: 10.1016/j.ijrmms.2020.104260.
    [16]
    王学滨. 加载速度对岩样全部变形特征的影响 [J]. 岩土力学, 2008, 29(2): 353–358. DOI: 10.3969/j.issn.1000-7598.2008.02.012.

    WANG X B. Effect of loading rate on entire deformational characteristics of rock specimen [J]. Rock and Soil Mechanics, 2008, 29(2): 353–358. DOI: 10.3969/j.issn.1000-7598.2008.02.012.
    [17]
    王学滨. 软化模量对岩样全部变形特征的影响 [J]. 岩土工程学报, 2006, 28(5): 600–605. DOI: 10.3321/j.issn:1000-4548.2006.05.010.

    WANG X B. Effect of softening modulus on entire deformational characteristics of rock specimen [J]. Chinese Journal of Geotechnical Engineering, 2006, 28(5): 600–605. DOI: 10.3321/j.issn:1000-4548.2006.05.010.
    [18]
    王让甲, 樊冀安, 高学之. 岩石负泊松比的探讨 [J]. 探矿工程, 1996, 4: 17–19.

    WANG R J, FAN J A, GAO X Z. Note on rock with negative Poisson’s ratio [J]. Mine Exploring Engineering, 1996, 4: 17–19.
    [19]
    朱建明, 徐秉业, 岑章志. 岩石类材料峰后滑移剪膨变形特征研究 [J]. 力学与实践, 2001, 23(5): 19–22. DOI: 10.3969/j.issn.1000-0879.2001.05.004.

    ZHU J M, XU B Y, CEN Z Z. Study on the deformation mechanics of sliding dilation of post-failure rocks [J]. Mechanics in Engineering, 2001, 23(5): 19–22. DOI: 10.3969/j.issn.1000-0879.2001.05.004.
    [20]
    BURSHTEIN L S. Determination of Poisson's ratio for rocks by static and dynamic methods [J]. Soviet Mining, 1968, 4(3): 235–238. DOI: 10.1007/BF02501543.
    [21]
    GERCEK H. Poisson’s ratio values for rocks [J]. International Journal of Rock Mechanics and Mining Sciences, 2007, 44(1): 1–3. DOI: 10.1016/j.ijrmms.2006.04.011.
    [22]
    XING H Z, ZHANG Q B, ZHAO J. Stress thresholds of crack development and Poisson’s ratio of rock material at high strain rate [J]. Rock Mechanics and Rock Engineering, 2018, 51: 945–951. DOI: 10.1007/s00603-017-1377-x.
    [23]
    BRACE W, PAULDING B, SCHOLZ C. Dilatancy in the fracture of crystalline rocks [J]. Journal of Geophysical Research, 1966, 71(16): 3939–3953. DOI: 10.1029/JZ071i016p03939.
    [24]
    MARTIN C, CHANDLER N. The progressive fracture of Lac du Bonnet granite [J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1994, 31(6): 643–659. DOI: 10.1016/0148-9062(94)90005-1.
  • Cited by

    Periodical cited type(10)

    1. 张子健,陈骏,朱锐,余浩然,李冉鑫,张渊通. 基于拉格朗日反分析法的砂岩动态力学特性. 爆炸与冲击. 2025(03): 26-38 . 本站查看
    2. 邢文政. 引水隧洞围岩扩容行为分析. 中国水运(下半月). 2024(08): 140-141+144 .
    3. 杜金飞,杜宇翔,贾永胜,孙金山,姚颖康,谢全民,范焜晖. 水-动力耦合作用下红砂岩变形破坏与能耗分析. 岩土力学. 2024(S1): 248-258 .
    4. 徐永,陈立超,杨补旺,王生维. 致密砂岩裂缝时空演化特征规律. 世界石油工业. 2024(05): 73-82 .
    5. 邢文政. 引水隧洞围岩扩容行为分析. 中国水运. 2024(16): 140-141+144 .
    6. 胡良鹏,孙阳阳,岳松林,马林建,陈徐东,宁英杰,宋小海. 基于高速DIC的近场冲击下高强混凝土动态压缩性能研究. 振动与冲击. 2023(12): 77-87+117 .
    7. 邹智彬,高慧,杨绪啟,刘鑫. 加卸载条件下花岗岩泊松比的变化规律. 科技资讯. 2023(17): 102-105 .
    8. 程月华,吴昊,薛一江,赵荣贵,杨黎. 高速3D-DIC测试技术在装甲钢贯穿试验中的应用. 爆炸与冲击. 2022(10): 111-125 . 本站查看
    9. 范鹏贤,高慧,赵跃堂,董璐,王德荣. 岩石泊松比的应力依赖性. 陆军工程大学学报. 2022(06): 16-25 .
    10. 唐建辉,陈徐东,白银. 峰前和峰后循环荷载下岩石断裂损伤特征. 上海交通大学学报. 2022(12): 1700-1709 .

    Other cited types(8)

  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(11)  / Tables(4)

    Article Metrics

    Article views (613) PDF downloads(120) Cited by(18)
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return