Page 106 - 《爆炸与冲击》2025年第9期
P. 106

第 45 卷             崔    鹏,等: 动荷载下硅砂的破碎特性及吸能效应试验研究                               第 9 期

                    Shock Waves, 2021, 41(4): 043101. DOI: 10.11883/bzycj-2020-0172.
               [13]   LUO H Y, COOPER W L, LU H B. Effects of particle size and moisture on the compressive behavior of dense Eglin sand
                    under  confinement  at  high  strain  rates  [J].  International  Journal  of  Impact  Engineering,  2014,  65:  40–55.  DOI:
                    10.1016/j.ijimpeng.2013.11.001.
               [14]   OUYANG H R, DAI G L, QIN W, et al. Dynamic behaviors of calcareous sand under repeated one-dimensional impacts [J].
                    Soil Dynamics and Earthquake Engineering, 2021, 150: 106891. DOI: 10.1016/J.SOILDYN.2021.106891.
               [15]   LV Y R, WANG Y, ZUO D J. Effects of particle size on dynamic constitutive relation and energy absorption of calcareous
                    sand [J]. Powder Technology, 2019, 356: 21–30. DOI: 10.1016/j.powtec.2019.07.088.
               [16]   XU D S, SHEN G, LIU Q M, et al. Dynamic mechanical response and particle breakage characteristics of calcareous sand [J].
                    Soil Dynamics and Earthquake Engineering, 2024, 181: 108653. DOI: 10.1016/j.soildyn.2024.108653.
               [17]   XIAO  Y,  YUAN  Z  X,  CHU  J,  et  al.  Particle  breakage  and  energy  dissipation  of  carbonate  sands  under  quasi-static  and
                    dynamic compression [J]. Acta Geotechnica, 2019, 14(6): 1741–1755. DOI: 10.1007/s11440-019-00790-1.
               [18]   吕亚茹, 吴琳, 王媛, 等. 玻璃球宏细观冲击特性的        SHPB  试验和耦合数值模拟研究 [J]. 工程力学, 2023, 40(6): 245–256.
                    DOI: 10.6052/j.issn.1000-4750.2021.11.0857.
                    LYU Y R, WU L WANG Y, et al. Macro and micro quantitative study on impact behavior of glass beadsby SHPB tests and
                    FEM-DEM  coupling  analysis  [J].  Engineering  Mechanics,  2023,  40(6):  245–256.  DOI:  10.6052/j.issn.1000-4750.2021.11.
                    0857.
               [19]   陈榕, 武智勇, 郝冬雪, 等. 高应力下石英砂三轴剪切颗粒破碎演化规律及影响 [J]. 岩土工程学报, 2023, 45(8):
                    1713–1722. DOI: 10.11779/CJGE20220647.
                    CHEN R, WU Z Y, HAO D X, et al. Evolution rules and effects of particle breakage for quartz sand in triaxial shear tests
                    under  high  pressures  [J].  Chinese  Journal  of  Geotechnical  Engineering,  2023,  45(8):  1713–1722.  DOI:  10.11779/CJGE
                    20220647.
               [20]   魏久淇, 王明洋, 邱艳宇, 等. 钙质砂动态力学特性试验研究 [J]. 振动与冲击, 2018, 37(24): 7–12. DOI: 10.13465/j.cnki.
                    jvs.2018.24.002.
                    WEI J Q, WANG M Y, QIU Y Y, et al. Impact compressive response of calcareous sand [J]. Journal of Vibration and Shock,
                    2018, 37(24): 7–12. DOI: 10.13465/j.cnki.jvs.2018.24.002.
               [21]   王博, 吕果, 李江. 考虑粒径对砂土宏细观剪切性质的试验研究 [J]. 岩土工程技术, 2023, 37(5): 618–622. DOI: 10.3969/
                    j.issn.1007-2993.2023.05.017.
                    WANG B, LV G, LI J. Experimental study on micro-macro shear properties of sand considering particle size [J]. Geotechnical
                    Engineering Technique, 2023, 37(5): 618–622. DOI: 10.3969/j.issn.1007-2993.2023.05.017.
               [22]   孟敏强, 袁正鑫, 蒋翔. 钙质砂-石英砂单颗粒破碎-强度-尺寸效应试验研究 [J]. 中国科学: 技术科学, 2022, 52(7):
                    1035–1047. DOI: 10.1360/SST-2021-0241.
                    MENG M Q, YUAN Z X, JIANG X. Experimental study of the single-particle crushing-strength-size effect of calcareous
                    sand-quartz sand [J]. Scientia Sinica Technologica, 2022, 52(7): 1035–1047. DOI: 10.1360/SST-2021-0241.
               [23]   张季如, 陈敬鑫, 王磊, 等. 三轴剪切过程中排水条件对钙质砂颗粒破碎、变形和强度特性的影响 [J]. 岩土力学, 2024,
                    45(2): 375–384. DOI: 10.16285/j.rsm.2023.0243.
                    ZHANG  J  R,  CHEN  J  X,  WANG  L,  et  al.  Effect  of  drainage  conditions  during  triaxial  shearing  on  particle  breakage,
                    deformation,  and  strength  properties  of  calcareous  sand  [J].  Rock  and  Soil  Mechanics,  2024,  45(2):  375–384.  DOI:  10.
                    16285/j.rsm.2023.0243.
               [24]   YU X, REN W J, ZHOU B K, et al. Experimental study on the mechanical behavior and energy absorption capacity of coral
                    sand at high strain rates [J]. Ocean Engineering, 2024, 291: 116343. DOI: 10.1016/j.oceaneng.2023.116343.
               [25]   卢芳云, 陈荣, 林玉亮, 等. 霍普金森杆实验技术 [M]. 北京: 科学出版社, 2013.
                    LU F Y, CHEN R, LIN Y L, et al. Hopkinson bar techniques [M]. Beijing: Science Press, 2013.
               [26]   李胜林, 刘殿书, 李祥龙, 等.    ∅  75mm  分离式霍普金森压杆试件长度效应的试验研究 [J]. 中国矿业大学学报, 2010,
                    39(1): 93–97.
                                                                ∅  75 mm split Hopkinson pressure bar experiment [J]. Journal
                    LI S L, LIU D S, LI X L, et al. The effect of specimen length in

                                                         093101-17
   101   102   103   104   105   106   107   108   109   110   111