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 47 Issue 3
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Supplements
ZHAO Fengkui, GUAN Longhua, ZHANG Dezhi, LU Qiang, ZHU Bin, WANG Yubing. Centrifugal model tests on cratering effects on dynamic response of silo under shallowly buried explosion[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(3): 636-644. DOI: 10.11779/CJGE20231169
Citation: ZHAO Fengkui, GUAN Longhua, ZHANG Dezhi, LU Qiang, ZHU Bin, WANG Yubing. Centrifugal model tests on cratering effects on dynamic response of silo under shallowly buried explosion[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(3): 636-644. DOI: 10.11779/CJGE20231169
shu

Centrifugal model tests on cratering effects on dynamic response of silo under shallowly buried explosion

  • 1.

    Center for Hypergravity Experiment and Interdisciplinary Research, Zhejiang University, Hangzhou 310058, China

  • 2.

    MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China

  • 3.

    National Key Laboratory of Intense Pulsed Radiation Simulation and Effect, Northwest Institute of Nuclear Technology, Xi'an 710024, China

More Information
  • Received Date: November 27, 2023
  • Available Online: July 15, 2024
    Graphical Abstract
    • Abstract
  • To study the effects of shallowly buried explosion cratering occurring near the silo, three centrifugal model tests are conducted using the geotechnical centrifuge ZJU400 at Zhejiang University. The cratering process, inner acceleration response and explosion-surface strain response of the silo are analyzed. The results show that: compared with the explosion in the free field, if the maximum transient chamber does not contact with the silo for the shallowly buried explosion occurring near the silo, the volume of crater will shrink because the existence of the structures will constrain the expansion of the chamber. If the transient chamber is in contact with the silo, the apparent crater will be asymmetrical, and the cratering volume will increase because of the collision and extrusion between the explosion gas and the silo. With the increase of the distance between the explosion and the silo or the decrease of the buried depth of explosion, the influences of structure on cratering will gradually decrease. The dynamic response of the silo is significantly affected by the cratering process, that the part of the silo near or exposed within the crater is more susceptible to generate larger deformation and stronger vibration response when subjected to explosion compared to the part with larger buried depth. The research results provide experimental reference for anti-blast design of silo structures, and also throw insight to the researches on the related performance indices and damage effects of such structures under explosion.
    • FullText(HTML)
    • References (25)
  • [1]
    张向阳, 顾金才, 沈俊, 等. 锚固洞室模型与原型抗爆试验结果对比[J]. 防护工程, 2012, 34(1): 6-12.

    ZHANG Xiangyang, GU Jincai, SHEN Jun, et al. The comparison of the results of model test and field test on anchored Caverns under explosion loading[J]. Protective Engineering, 2012, 34(1): 6-12. (in Chinese)
    [2]
    孙善政, 卢浩, 陈昊, 等. 爆炸作用下土中竖井结构荷载分布规律[J]. 陆军工程大学学报, 2023, 2(1): 18-27.

    SUN Shanzheng, LU Hao, CHEN Hao, et al. Distribution of explosion load on silo structure in soil[J]. Journal of Army Engineering University of PLA, 2023, 2(1): 18-27. (in Chinese)
    [3]
    KOBIELAK S, KRAUTHAMMER T. Dynamic response of buried silo caused by underground explosion[J]. Shock and Vibration, 2004, 11(5/6): 665-684.
    [4]
    李世民, 李晓军, 冯进技. 防护工程离心模型试验研究现状及展望[J]. 防护工程, 2017, 39(5): 70-78.

    LI Shimin, LI Xiaojun, FENG Jinji. Research status and prospect of protective engineering centrifuge model test[J]. Protective Engineering, 2017, 39(5): 70-78. (in Chinese)
    [5]
    《岩土离心模拟技术的原理和工程应用》编委会. 岩土离心模拟技术的原理和工程应用[M]. 武汉: 长江出版社, 2011.

    《Geotechnical Centrifuge Modelling Techniques and Applications》 Editional Board. Geotechnical Centrifuge Modelling Techniques and Applications[M]. Wuhan: Changjiang Press, 2011. (in Chinese)
    [6]
    HOLSAPPLE K, SCHMIDT R. A material-strength model for apparent crater volume[C]// Lunar and Planetary Science Conference, Houston, 1979.
    [7]
    SCHMIDT R. A centrifuge cratering experiment-development of a gravity-scaled yield parameter[C]// Impact and Explosion Cratering, New York, 1977.
    [8]
    SCHMIDT R M, HOUSEN K R. Some recent advances in the scaling of impact and explosion cratering[J]. International Journal of Impact Engineering, 1987, 5(1/2/3/4): 543-560.
    [9]
    NIELSEN J P. The Centrifugal Simulation of Blast Parameter[R]. Engineering and Services Laboratory, Air Force Engineering and Services Center Tyndall Air Force Base, Florida, 1983.
    [10]
    GUAN L H, ZHAO F K, LU Q, et al. Centrifuge modelling of blast effects in dry sand: Coriolis effect and soil arching[J]. International Journal of Physical Modelling in Geotechnics, 2024, 24(2): 92-109.
    [11]
    马立秋. 爆炸荷载下城市浅埋隧道动力离心模型试验和数值研究[D]. 北京: 清华大学, 2010.

    MA Liqiu. Centrifugal Modeling and Numerical Research for Urban Shallow-Buried Tunnel under Blasting[D]. Beijing: Tsinghua University, 2010. (in Chinese)
    [12]
    KUTTER B L, O'LEARY L M, THOMPSON P Y, et al. Gravity-scaled tests on blast-induced soil-structure interaction[J]. Journal of Geotechnical Engineering, 1988, 114(4): 431-447.
    [13]
    BLANCHAT T, DAVIE N, CALDERONE J. Development of Explosive Event Scale Model Testing Capability at Sandia`s Large Scale Centrifuge Facility[R]. Sandia National Lab(SNL-NM), Albuquerque, NM (United States), 1998.
    [14]
    LIU H B, NEZILI S. Centrifuge modeling of underground tunnel in saturated soil subjected to internal blast loading[J]. Journal of Performance of Constructed Facilities, 2016, 30(2): 06015001.
    [15]
    杨俊杰. 相似理论与结构模型试验[M]. 武汉: 武汉理工大学出版社, 2005.

    YANG Junjie. Similarity Theory and Structure Model Test[M]. Wuhan: Wuhan University of Technology Press, 2005. (in Chinese)
    [16]
    金丰年, 袁小军, 周健南, 等. 爆炸荷载作用下大跨度动被覆结构荷载分布规律探讨[J]. 解放军理工大学学报: 自然科学版, 2011, 12(6): 635-640.

    JIN Fengnian, YUAN Xiaojun, ZHOU Jiannan, et al. Distribution law of blast loads on large-span compound structure[J]. Journal of PLA University of Science and Technology: Natural Science, 2011, 12(6): 635-640. (in Chinese)
    [17]
    陈云敏, 韩超, 凌道盛, 等. ZJU400离心机研制及其振动台性能评价[J]. 岩土工程学报, 2011, 33(12): 1887-1894. http://cge.nhri.cn/article/id/14444

    CHEN Yunmin, HAN Chao, LING Daosheng, et al. Development of geotechnical centrifuge ZJU400 and performance assessment of its shaking table system[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1887-1894. (in Chinese) http://cge.nhri.cn/article/id/14444
    [18]
    凌道盛, 施昌宇, 郑建靖, 等. 离心模型试验物质运动非惯性系效应[J]. 岩土工程学报, 2021, 43(2): 226-235. doi: 10.11779/CJGE202102002

    LING Daosheng, SHI Changyu, ZHENG Jianjing, et al. Non-inertial effects on matter motion in centrifugal model tests[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(2): 226-235. (in Chinese) doi: 10.11779/CJGE202102002
    [19]
    HENRYCH J. 爆炸动力学及其应用[M]. 熊建国, 译. 北京: 科学出版社, 1987.

    HENRYCH J. The Dynamics of Explosion and Its Use[M]. XIONG Jianguo, trans. Beijing: Science Press, 1987. (in Chinese)
    [20]
    CHERNIKOV A G, SHER E N. A quasistatic model of a confined explosion of a concentrated charge in a bed and in a block[J]. Soviet Mining, 1990, 26(4): 355-362.
    [21]
    王军. 硝酸肼镍起爆药扩大应用[D]. 南京: 南京理工大学, 2008.

    WANG Jun. The Expanded Application of Nickelous Hydrazine Nitrate Primer[D]. Nanjing: Nanjing University of Science and Technology, 2008. (in Chinese)
    [22]
    管龙华, 卢强, 赵凤奎, 等. 砂土爆炸成坑离心模型试验相似律研究[J]. 岩土工程学报, 2024, 46(7): 1462-1470. doi: 10.11779/CJGE20230751

    GUAN Longhua, LU Qiang, ZHAO Fengkui, et al. Scaling laws for centrifuge modelling of explosion-induced cratering in sand[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(7): 1462-1470. (in Chinese) doi: 10.11779/CJGE20230751
    [23]
    钱七虎, 王明洋. 高等防护结构计算理论[M]. 南京: 凤凰出版传媒集团, 2009.

    QIAN Qihu, WANG Mingyang. Calculation Theory for Advanced Protective Structure[M]. Nanjing: Phoenix Science Press, 2009. (in Chinese)
    [24]
    马维. 地下管道结构爆振效应和冲击破坏行为实验[J]. 解放军理工大学学报(自然科学版), 2008, 9(1): 39-46.

    MA Wei. Experimental investigations on effects of blast vibration and behaviors of impacting failure of underground pipeline structures[J]. Journal of PLA University of Science and Technology, 2008, 9(1): 39-46. (in Chinese)
    [25]
    李杰, 郭纬, 徐天涵, 等. 地下爆炸等效当量及耦合地冲击计算[J]. 岩石力学与工程学报, 2023, 42(增刊2): 4064-4072.

    LI Jie, GUO Wei, el at. Calculation of equivalent and coupled ground shock of underground explosion[J]. Chinese Journal of Rock Mechanics and Engineering, 2023, 42(S2): 4064-4072. (in Chinese)
    • Related Articles

  • Related Articles

    [1]Analytical solution and application of unsteady flow model under suspended curtain[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240036
    [2]WANG Jun, LIU Songyu, ZHANG Xinyuan, XU Haiyuan, WANG Xiaoqiong, LI Shilong, SUN Yanxiao. Environmental effects of confined aquifer dewatering for cut and cover tunnels in floodplain areas of Yangtze River[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 221-225. DOI: 10.11779/CJGE2024S20043
    [3]SUN Yanxiao, LIU Songyu, ZHANG Guochao, WANG Yong, HE Huan, TONG Liyuan, CHEN Wen, WU Shuo. Measuring method for confined water level using piezocone penetration tests[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 38-42. DOI: 10.11779/CJGE2024S20008
    [4]MU Lin-long, WANG Le, HUANG Mao-song, HE Yan-cheng, KANG Jing-wen. Experimental study on influences of leakage of confined water on buoyancy of underground structures[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 769-774. DOI: 10.11779/CJGE201904022
    [5]CHEN Yong-cai. Application of a new retaining structure in deep underground projects adjacent to sensitive environment[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 70-73. DOI: 10.11779/CJGE2015S2015
    [6]LI Ying, LIU Xing-wang, CAO Guo-qiang. Calculation of inrushing stability of local pits in deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 580-584. DOI: 10.11779/CJGE201403023
    [7]XING Hao-feng, ZHANG Zhen, WU Jie-mei, XU Chao, YE Guan-bao. Technology of double-confined water treatment of metro interchange station under complex soil layers[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(10): 1609-1614.
    [8]Settlement of overlaying soil caused by decompression of confined water[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1).
    [9]LI Tao, WANG Chao. Bottom heave stability during foundation pit excavation in soil layer with high artesian water pressure[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1236-1241.
    [10]JIN Xiaorong, YU Jianlin, GONG Xiaonan, HUANG Dayu, YANG Leixia. Field tests on soft soil with confined underground water by vacuum-surcharge preloading[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 789-794.
    • Supplements (1)

  • Other Related Supplements

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    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