摘要
西康线小河站区段岩石松软破碎 ,为确保边坡的稳定性 ,在其路基开挖中采用了预裂爆破技术。施工中采用不耦合装药和空气间隔装药 ,取得了较理想的爆破效果 ,其经验可供在类似条件下进行预裂爆破时参考。
The rock mass in the xiaohe station section of Xikang Ra ilroad line is fair soft and broken.In the excavation of road foundation,pre-sp litting blast technique was used to ensure the stability of slopes,uncoupled cha rging and air-deck charging were adopted in operation so as to achieve reasonabl e blasting results.The experience can be used for reference in per-splittin g blasting under similar circumstances.
出处
《矿业研究与开发》
CAS
2000年第6期46-47,共2页
Mining Research and Development