...
首页> 外文期刊>Shock Waves >Numerical prediction of rock mass damage due to accidental explosions in an underground ammunition storage chamber
【24h】

Numerical prediction of rock mass damage due to accidental explosions in an underground ammunition storage chamber

机译:地下弹药储存室意外爆炸对岩体破坏的数值预测

获取原文
获取原文并翻译 | 示例

摘要

Accidental detonations in an underground ammunition storage chamber inside a rock mass may cause severe damage to the rock mass around the chamber, adjacent tunnels and chambers, ground surface, and in the worst case cause sympathetic detonation of explosives in adjacent storage chambers. To prevent such damage, underground ammunition storage chambers are often situated at minimum depth below the ground surface, and spaced at minimum distance from each other, so that damage, should it occur, is limited to the accidental chamber. Different codes and regulations for ammunition storage chambers specify minimum embedment depth and separation distance for underground ammunition storage chambers. They are usually given in terms of the rock mass properties and the weight of explosive stored in chambers. Some empirical formulae, usually based on the peak particle velocity of the stress wave or the maximum strain of the rock mass, are also available to estimate the damage zones in the rock mass from an explosion. All these empirical methods do not include the effects of explosion details, such as the loading density, chamber geometry and explosive distribution. In this paper, a previously calibrated numerical model is used to estimate the damage zones in a granite mass resulting from an accidental explosion in an underground ammunition storage chamber. Effects of various explosion conditions on rock mass damage are investigated. On the basis of the numerical results, some empirical formulae are derived to predict damage zones around the explosion chamber, as well as safe embedment depth of the storage chamber and safe separation distance between adjacent chambers. The numerical results are also compared with available empirical formulae and code specifications. It should be noted that the characteristics of stress wave propagation around an ammunition storage chamber has been published in a preceding paper (Int. J. Blast. Fragm. 5:57-90, 2001.
机译:岩体内部的地下弹药储存室中的意外爆炸可能会严重破坏该室周围的岩体,相邻的隧道和室,地面,并且在最坏的情况下会导致相邻储存室内的爆炸物发生同情爆炸。为了防止这种损坏,地下弹药储存室通常位于地面以下的最小深度,并且彼此隔开最小距离,因此,如果发生损坏,则仅限于偶然的储存室。弹药储存室的不同法规和规章规定了地下弹药储存室的最小嵌入深度和分隔距离。通常根据岩体性质和储存在室内的炸药的重量给出它们。通常基于应力波的峰值粒子速度或岩体的最大应变的一些经验公式也可用于估算爆炸引起的岩体中的破坏区域。所有这些经验方法均不包括爆炸细节的影响,例如装填密度,燃烧室几何形状和爆炸物分布。在本文中,先前校准的数值模型用于估计地下弹药储存室中意外爆炸导致的花岗岩块体的损坏区域。研究了各种爆炸条件对岩体破坏的影响。根据数值结果,导出了一些经验公式来预测爆炸室周围的损坏区域,存储室的安全嵌入深度以及相邻室之间的安全分隔距离。还将数值结果与可用的经验公式和代码规范进行比较。应当指出,应力波在弹药储存室周围传播的特性已在先前的论文中发表(Int。J. Blast。Fragm。5:57-90,2001。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号