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同步爆扩成型地下仓及混凝土仓壁特性
Characteristics of Underground Warehouse and Concrete Wall Formed by Synchronous Blast Enlargement Method
【摘要】 阐明了同步爆扩成型地下仓及混凝土仓壁的基本原理 ,通过对比实验分析了同步爆扩成型地下仓及混凝土仓壁的特性 .结果表明 ,与普通爆扩方法相比 ,这一方法在相同条件下具有成仓体积及土体压密范围大、土体物理力学性能指标利于仓体稳定以及改善混凝土性能等优点
【Abstract】 The ultimate principle of forming underground warehouse and concrete wall by the method of synchronous blast enlargement was expounded,and its characteristics was analyzed on the basis of experiments. The results show that larger warehouse bulk and condensed range in soil, better physical and mechanical properties of soil, and better mechanical performance of concrete can be obtained by this method under the same conditions, compared with the normal blast enlargement method. Meanwhile, this method synchronizes blast enlargement with support successfully.
【关键词】 同步爆扩;
地下仓;
混凝土仓壁;
触变性;
【Key words】 synchronous blast enlargement; underground warehouse; concrete wall; thixotropy;
【Key words】 synchronous blast enlargement; underground warehouse; concrete wall; thixotropy;
【基金】 国家自然科学基金!资助项目 ( 5 93 783 80 )
- 【文献出处】 中国矿业大学学报 ,Journal of China University of Mining & Technology , 编辑部邮箱 ,2001年01期
- 【分类号】TU93
- 【被引频次】9
- 【下载频次】85