军事地质环境中岩土体抗爆打击性能仿真模拟与分析
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本文为中国地质调查局地质调查项目(编号:DD20211582)的成果


Simulation and analysis of anti- knock performance of soil and rock in military geology
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  • 1)中国地质调查局军民融合地质调查中心,成都,610036;2)中国地质调查局军民融合地质研究中心,成都,610036;3)大数据与决策实验室军事地质数据研究中心,北京,100055    
  • 1)中国地质调查局军民融合地质调查中心,成都,610036;2)中国地质调查局军民融合地质研究中心,成都,610036    
  • 1)中国地质调查局军民融合地质调查中心,成都,610036;2)中国地质调查局军民融合地质研究中心,成都,610036    
  • 1)中国地质调查局军民融合地质调查中心,成都,610036;2)中国地质调查局军民融合地质研究中心,成都,610036    
  • 1)中国地质调查局军民融合地质调查中心,成都,610036;2)中国地质调查局军民融合地质研究中心,成都,610036    
  • 1)中国地质调查局军民融合地质调查中心,成都,610036;2)中国地质调查局军民融合地质研究中心,成都,610036    
  • 1)Civil—military Integration Center of Geological Survey, China Geological Survey, Chengdu, 610036;2) Geological Research Center of Civil—military Integration, China Geological Survey, Chengdu, 610036;3) Research Center for Military Geosciences Data, Laboratory for Big Data and Decision, Beijing, 100055    
  • 1) Civil—military Integration Center of Geological Survey, China Geological Survey, Chengdu, 610036;2) Geological Research Center of Civil—military Integration, China Geological Survey, Chengdu, 610036    
  • 1) Civil—military Integration Center of Geological Survey, China Geological Survey, Chengdu, 610036;2) Geological Research Center of Civil—military Integration, China Geological Survey, Chengdu, 610036    
  • 1) Civil—military Integration Center of Geological Survey, China Geological Survey, Chengdu, 610036;2) Geological Research Center of Civil—military Integration, China Geological Survey, Chengdu, 610036    
  • 1) Civil—military Integration Center of Geological Survey, China Geological Survey, Chengdu, 610036;2) Geological Research Center of Civil—military Integration, China Geological Survey, Chengdu, 610036    
  • 1) Civil—military Integration Center of Geological Survey, China Geological Survey, Chengdu, 610036;2) Geological Research Center of Civil—military Integration, China Geological Survey, Chengdu, 610036    
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    摘要:

    青藏高原高寒地区,地质环境特殊,作为重要备战区域,在区内开展战场环境保障相关性研究具有重要战略意义;本次工作选取西藏某训练场区,在火器落弹区域充分利用弹性波理论、爆炸理论与技术方法,针对选择目标地区开展地震波采集与处理、岩土介质爆炸数值模拟计算等工作,研究炮弹(炸药)对于野外(靶场)岩土表面的破坏性,并评价其抗爆打击性能,通过研究表明,岩石介质情况下被破坏性远小于土壤介质情况。而不同岩性条件下,凝灰岩、流纹岩和安山岩对于侵彻爆炸后的抗爆打击能力差异较小,均在5 cm以内。这表明岩石介质抗爆打击能力远大于土体介质,同时本区内岩石介质的抗爆打击能力差异较小;此次研究初步探讨了仿真模拟在研究战场抗爆打击性能中的应用,并经过实践验证;同时也为进一步开展计算机仿真在战场环境保障中的应用提供了参考。

    Abstract:

    The high and cold region of Tibet Plateau has special geological environment, and as an important war preparation area, it is of great strategic significance to carry out research on the correlation of battlefield environment guarantee in the region. This work selects a training site, makes full use of elastic wave theory, explosion theory and technical methods in the firearm drop area, and selects the target area to carry out seismic wave acquisition and processing, numerical simulation calculation of rock and soil media explosion, etc., studies the destructive effects of artillery shells (explosives) on rock and soil surfaces in the field (shooting range), and evaluates its anti- explosion performance. The research shows that, Rock medium is much less destructive than soil medium. However, under different lithology conditions, the anti- blast ability of tuff, rhyolite and andesite after penetration explosion is less than 5 cm. This shows that the rock medium has much higher anti- knock capability than the soil medium, and the difference of the rock medium's anti- knock capability is small in this area. In this study, the application of simulation in the study of anti- explosion strike performance on the battlefield is discussed and verified by practice. At the same time, it also provides a reference for further developing the application of computer simulation in battlefield environment protection.

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引用本文

杨虎,张明圆,詹纯,王嘉,梁军,李晨雨.2024.军事地质环境中岩土体抗爆打击性能仿真模拟与分析[J].地质论评,70(6):2024060011,[DOI].
YANG Hu, ZHANG Mingyuan, ZHAN Chun, WANG Jia, LIANG Jun, LI Chenyu.2024. Simulation and analysis of anti- knock performance of soil and rock in military geology[J]. Geological Review,70(6):2024060011.

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  • 收稿日期:2024-10-14
  • 最后修改日期:2024-11-08
  • 在线发布日期: 2024-11-19
  • 出版日期: 2024-11-15