广州港新沙港区格形钢板桩码头位移沉降观测  

Displacement＆Settlement Measurement for the Cellular Steel Sheet Pile Wharf at Xinsha Port Area of Guangzhou Port

作　　者：左明福[1] 

机构地区：[1]交通部第二航务工程局

出　　处：《水运工程》1993年第4期7-12,共6页Port & Waterway Engineering

摘　　要：广州港新沙港区的5个3.5万吨级码头,为我国首次采用格形钢板桩结构的码头。在施工过程和竣工后的维护期,对码头前沿进行了位移和沉降观测。本文为该码头在1990年6月上旬至1992年3月上旬的观测资料进行的初步整理和定性分析。The five 35000 dwt wharves at Xinsha Port Area of Guangzhou Port adop-ted the cellular steel sheet pile structure for the first time in China. Dis-placement & settlement measurements are carried out to the wharf frontagein the course of construction and during the maintenance period after comple-tion of construction. Observation data of the wharf from the first ten-dayperiod of Junein 1990 to the first ten-day period of Marchin1992 are prelimi-narily sorted out and qualitatively analyzed.

关 键 词：钢板桩 码头 位移 沉降 观测 

分 类 号：U656.11[交通运输工程—港口、海岸及近海工程]