青岛某重力式码头的变形检测与分析  

Inspection and Analysis on the Displacement of a Gravity Wharf Located in Qingdao

作　　者：刁景华[1] 王立强[1] 张琦彬[1] 马津渤[1] 

机构地区：[1]海军工程大学天津校区,天津塘沽300450

出　　处：《港工技术》2008年第3期39-41,共3页Port Engineering Technology

摘　　要：针对1970年建设的青岛某重力式码头的变形,制定检测方案,分析检测结果,并进行码头稳定性验算。结果表明:码头在设计低水位时的抗滑、抗倾稳定性以及基床底部土层承载力方面均存在不足,码头有安全稳患。根据检测结果,提出加固维修的建议。According to the deformation of a gravity wharf built in 1970 in Qingdao, a inspection scheme was established, the inspection result was analyzed and the stabilization of the wharf was calculated. The result shows the stabilities against sliding and inclination and the bearing capacity of bed bottom are all insufficient. There exists the hidden danger to the salty of the wharf and the proposals for consolidation and maintenance are raised on the basis of the inspection results.

关 键 词：重力式码头 变形 检测分析 

分 类 号：U656.111[交通运输工程—港口、海岸及近海工程] TU433[交通运输工程—船舶与海洋工程]