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:吴雷 苏刚 WU Lei;SU Gang(Nantong Port Group Construction Investment Co.Ltd.,Nantong Jiangsu 226007,China;Nantong Yanglv Railway Development and Construction Co.Ltd.,Nantong Jiangsu 226007,China)
机构地区:[1]南通港集团建设投资有限公司,江苏南通226007 [2]南通洋吕铁路开发建设有限公司,江苏南通226007
出 处:《铁道建筑技术》2023年第12期198-201,共4页Railway Construction Technology
摘 要:为满足港口疏浚土处理需要,我国沿海部分港口建设了大型陆上临时纳泥区,但同时也对港口其他工程建设产生了一定影响。由于纳泥区具有临时性、占地范围大等特点,为保障港口建设发展,需对其进行改造、退让以满足其他工程建设需要。同时由于纳泥区存储大量新近吹填土,其安全稳定性是改造过程需要重点考虑的问题。本文结合工程实例详细阐述纳泥区围埝改造方案及工程实施后变形观测情况,以供其他类似工程参考。In order to meet the needs of dredging soil treatment,large temporary mud storage areas on land have been built in some coastal ports of China,but it also has a certain impact on the construction of other port projects.Since the mud storage area is temporary and covers a large area,it needs to be transformed and give way to meet the construction of other projects for guaranteeing the construction and development of the port.Due to the storage of a large amount of newly filled soil,the safety and stability are the key issues to be considered in the reconstruction process.The reconstruction scheme of cofferdam in mud storage area and its deformation observation after implementation are introduced through engineering examples,which can be used as a reference for other similar projects.
分 类 号:U616.26[交通运输工程—船舶及航道工程]
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:18.218.146.21