| 金平防浪堤爆破挤淤工程对附近水域及岸上建筑物的影响分析 |
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| 引用本文： | 刘光新.金平防浪堤爆破挤淤工程对附近水域及岸上建筑物的影响分析[J].探矿工程,2007,34(5):52-54. |
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| 作者姓名： | 刘光新 |
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| 作者单位： | [1]浙江省隧道工程公司,浙江杭州310005 |
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| 摘 要： | 根据工程的地域特点和工程的施工要求，分析了爆破挤淤技术的原理、参数的选择和可能造成的影响，提出了减小影响的措施，论证了合理地选择爆破参数、采用爆破挤淤技术的可行性。施工实践证明用爆破挤淤技术建设防浪堤是成功的。
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| 关 键 词： | 防浪堤 爆破挤淤 爆破参数 安全距离 |
Analysis on Influence on Adjacent Waters and Nearby Buildings from Mud Displacement by Blasting in Jinping Breakwater |
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| LIU Guang-xin.Analysis on Influence on Adjacent Waters and Nearby Buildings from Mud Displacement by Blasting in Jinping Breakwater[J].Exploration Engineering(Drilling & Tunneling),2007,34(5):52-54. |
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| Authors: | LIU Guang-xin |
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| Institution: | LIU Guang-xin (Zhejiang Tunnel Engineering Company, Hangzhou Zhejiang 310005, China) |
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| Abstract: | Technical principle of mud displacement by blasting, parameter selection and the possible impact are analyzed according to the regional character and construction requirements with relative measures. Feasibility of rational selection on blasting parameters is stated and the technique of mud displacement by blasting is proved to be successful. |
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| Keywords: | breakwater mud displacement by blasting blasting parameter safety distance |
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