广洲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 

机构地区：[1]交通部第二航务工程局,武汉430000

出　　处：《重庆交通学院学报》1993年第4期39-44,共6页Journal of Chongqing Jiaotong University

摘　　要：广州港新沙港区的5个3.5万吨级码头泊位,在我国首次采用了格形钢板桩结构作为码头下部构造。在施工过程中和竣工后的维护期中,对码头前沿进行了位移和沉降观测。本文对1990年6月上旬至1992年3月上旬的观测资料进行了初步整理和定性分析。Cellular steel sheet pile bulkhead structure as the understrurc of guay are introduced into China for the first time for the five 35, OOODWT berths of Xinsha Terminal Project phase 1, Port of Guangzhou. Movement and settlement of the guay front are monitored during construction and maintenance period. A preliminary summary snd qualitative analysis of the observation data from early June 1990 to early March 1992 are made here.

关 键 词：板桩码头 位移 沉降 格形钢板桩 

分 类 号：U656.112[交通运输工程—港口、海岸及近海工程]