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。
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.
出处
《探矿工程(岩土钻掘工程)》
2007年第5期52-54,共3页
Exploration Engineering:Rock & Soil Drilling and Tunneling
关键词
防浪堤
爆破挤淤
爆破参数
安全距离
breakwater
mud displacement by blasting
blasting parameter
safety distance