[1] 刘美山, 吴新霞, 张恒伟, 等. 混凝土水下爆破炸药单耗试验分析 [J]. 爆破, 2007, 24(1): 10–13. doi: 10.3963/j.issn.1001-487X.2007.01.003

LIU M S, WU X X, ZHANG H W, et al. Experimental analysis on specific charge of underwater explosion of concrete [J]. Blasting, 2007, 24(1): 10–13. doi: 10.3963/j.issn.1001-487X.2007.01.003
[2] 李裕春, 程克明, 沈蔚, 等. 水中冲击波对混凝土结构破坏的实验研究 [J]. 材料工程, 2008, 307(12): 22–26.

LI Y C, CHENG K M, SHEN W, et al. Damage analysis of concrete structure by underwater shock [J]. Engineering of Material, 2008, 307(12): 22–26.
[3] 赵根, 刘美山. 水中爆炸水击波及其多次脉动的观测与分析 [J]. 长江科学院院报, 2003, 20(Suppl): 56–57.

ZHAO G, LIU M S. Observation and analysis on shock wave and multiple pulsating caused by underwater blasting [J]. Journal of Yangtze River Scientific Research Institute, 2003, 20(Suppl): 56–57.
[4] GEORGIN J F, REYNOUARD J M. Modeling of structures subjected to impact: concrete behavior under high strain rate [J]. Cement and Concrete Composites, 2003, 25(1): 131–143. doi: 10.1016/S0958-9465(01)00060-9
[5] 李建阳, 李永池, 高光发. 混凝土水下径向不耦合爆破特性研究 [J]. 工程爆破, 2010, 16(1): 1–5. doi: 10.3969/j.issn.1006-7051.2010.01.001

LI J Y, LI Y C, GAO G F. Study on blasting characteristics of underwater concrete with radial decoupling charge [J]. Engineering Blasting, 2010, 16(1): 1–5. doi: 10.3969/j.issn.1006-7051.2010.01.001
[6] 张社荣, 王高辉, 王超, 等. 水下爆炸冲击荷载作用下混凝土重力坝的破坏模式 [J]. 爆炸与冲击, 2012, 32(5): 501–507. doi: 10.3969/j.issn.1001-1455.2012.05.009

ZHANG S R, WANG G H, WANG C, et al. Failure mode analysis of concrete gravity dam subjected to underwater explosion [J]. Explosion and Shock Waves, 2012, 32(5): 501–507. doi: 10.3969/j.issn.1001-1455.2012.05.009
[7] 王高辉, 张社荣, 卢文波, 等. 水下爆炸冲击荷载下混凝土重力坝的破坏效应 [J]. 水利学报, 2015, 46(6): 723–731.

WANG G H, ZHANG S R, LU W B, et al. Damage effects of concrete gravity dams subjected to underwater explosion [J]. Journal of Hydraulic Engineering, 2015, 46(6): 723–731.
[8] 闫秋实, 宁素瑜, 杜修力, 等. 水中近场爆炸作用下钢筋混凝土桩毁伤效应研究 [J]. 北京工业大学学报, 2019, 45(2): 55–61.

YAN Q S, NING S Y, DU X L, et al. Damage effect for a typical reinforced concrete pile under the near field explosion in water [J]. Journal of Beijing University of Technology, 2019, 45(2): 55–61.
[9] 刘靖晗, 唐廷, 韦灼彬, 等. 刚性柱附近浅水爆炸荷载特性研究 [J]. 高压物理学报, 2019, 33(5): 055104. doi: 10.11858/gywlxb.20180704

LIU J H, TANG T, WEI Z B, et al. Pressure characteristics of shallow water explosion near the rigid column [J]. Chinese Journal of High Pressure Physics, 2019, 33(5): 055104. doi: 10.11858/gywlxb.20180704
[10] WANG G, WANG Y, LU W, et al. On the determination of the mesh size for numerical simulations of shock wave propagation in near field underwater explosion [J]. Applied Ocean Research, 2016, 38(59): 1–9.
[11] TU Z, LU Y. Evaluation of typical concrete material models used in hydrocodes for high dynamic response simulations [J]. International Journal of Impact Engineering, 2009, 36(1): 132–146. doi: 10.1016/j.ijimpeng.2007.12.010
[12] MALVAR L J, ROSS C A. Review of strain rate effects for concrete in tension [J]. ACI Materials Journal, 1998, 95(6): 735–739.
[13] BISCHOFF P H, PERRY S H. Compressive behaviour of concrete at high strain rates [J]. Materials and Structures, 1991, 24(6): 425–450. doi: 10.1007/BF02472016
[14] 董琪, 韦灼彬, 唐廷, 等. 爆炸深度对浅水爆炸气泡脉动的影响 [J]. 高压物理学报, 2018, 32(2): 024102. doi: 10.11858/gywlxb.20170580

DONG Q, WEI Z B, TANG T, et al. Influence of explosion depth on bubble pulsation in shallow water explosion [J]. Chinese Journal of High Pressure Physics, 2018, 32(2): 024102. doi: 10.11858/gywlxb.20170580
[15] COLE R H. Underwater explosions [M]. Princeton, New Jersey: Princeton University Press, 1948: 118–127.
[16] 张阿漫, 王诗平, 白兆宏, 等. 不同环境下气泡脉动特性实验研究 [J]. 力学学报, 2011, 43(1): 71–83. doi: 10.6052/0459-1879-2011-1-lxxb2010-278

ZHANG A M, WANG S P, BAI Z H, et al. Experimental study on bubble pulse features under different circumstances [J]. Chinese Journal of Theoretical and Applied Mechanics, 2011, 43(1): 71–83. doi: 10.6052/0459-1879-2011-1-lxxb2010-278
[17] 师燕超. 爆炸荷载作用下钢筋混凝土结构的动态响应行为与损伤破坏机理 [D]. 天津: 天津大学, 2009.

SHI Y C. Dynamic response and damage mechanism of reinforced concrete structures under blast loading [D]. Tianjin: Tianjin University, 2009.