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爆炸衬砌试验研究

The Experimental Investigation on Explosive Lining

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【作者】 王海亮冯长根王丽琼王振彪

【Author】 WANG Hai liang 1,2 ,FENG Chang gen 2,WANG Li qiong 2,WANG Zhen biao 1 (1.Shijiazhuang Railway Institute,Shijiazhuang 050043 Hebei,China; 2. School of Mechano Electronics Engineering,Beijing Institute of Technology,Beijing 100081,China)

【机构】 石家庄铁道学院北京理工大学机电工程学院石家庄铁道学院 河北石家庄050043北京理工大学机电工程学院北京100081河北石家庄050043

【摘要】 给出了爆炸衬砌的定义。介绍了爆炸衬砌技术的施工工艺和衬砌机理。推导出爆扩料仓半径的计算公式。分析了爆炸对周围土壤物理、力学性质的影响。指出装药药量及其在料仓中的位置是影响衬砌效果的重要因素。研究结果表明 ,砂浆衬砌外侧存在一个抗剪强度明显高于原状土体的土质外衬。爆炸衬砌在地下土层中形成的是一个砂浆与土体的复合衬砌

【Abstract】 In this paper,explosive lining is defined.The explosive lining technique,lining mechanism and its construction program are introduced.Formulas to calculate the radius of explosive enlarged cavity are derived.The influences of explosion on the physical and mechanical properties of the surrounding soil are analyzed.It is presented that the weight of charge and its location are important influencing factors on lining effectiveness.The study results indicate that there is a soil liner shell outside the mortar liner shell,and the shear strength of the soil liner is obviously higher than the undisturbed soil.The liner shell formed with explosive in underground soil is a composite one of mortar and soil.

【关键词】 爆炸衬砌爆破衬砌砂浆
【Key words】 explosive liningblastinglinersoilmortar
【基金】 河北省自然科学基金项目 ( 5 0 12 79)
  • 【文献出处】 爆炸与冲击 ,Explosion and Shock Waves , 编辑部邮箱 ,2001年04期
  • 【分类号】O383.1
  • 【被引频次】20
  • 【下载频次】205
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