检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:杨磊 YANG Lei(POWERCHINA SINOHYDRO ENGINEERING BUREAU 14 CO.,LTD.,Kunming 650041,China)
机构地区:[1]中国水利水电第十四工程局有限公司,云南昆明650041
出 处:《云南水力发电》2024年第S02期45-48,共4页Yunnan Water Power
摘 要:针对高速公路隧道岩溶、断裂地段出现的初支侵限、涌水问题,以光山1号隧道为依托,对地质条件复杂,为了保证施工安全及工程质量,通过采取引排水、径向注浆小导管、超前大管棚、空腔封堵、侵限换拱等有效措施,合理安排先后施作顺序,对出现的围岩变形、突发涌水等情况进行了有效控制处理,为后续施工奠定基础。This paper analyzes the problems of initial support intrusion and water influx in karst and fractured sections of expressway tunnels,using Guangshan No.1 Tunnel as the background.In order to ensure construction safety and engineering quality,effective measures such as drainage,radial grouting small conduits,advanced large pipe sheds,cavity sealing,and arch replacement were taken to reasonably arrange the sequence of construction.The deformation of surrounding rock and sudden water inflow were effectively controlled and dealt with,laying the foundation for subsequent construction.
分 类 号:U455.49[建筑科学—桥梁与隧道工程]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:18.117.176.186