摘要
介绍深圳港大铲湾港区集装箱码头一期工程重力式码头局部位置采用花岗岩残积土作为持力层的设计思路。
The train of thought on adopting granite residual soil as the bearing course in local areas of the gravity wharf for Dachanwan Port Area Container Wharf Phase I Project in Shenzhen Port is expounded.
出处
《水运工程》
北大核心
2006年第5期41-43,共3页
Port & Waterway Engineering
关键词
花岗岩残积土
沉降量计算
压缩模量
granite residual soil
settlement calculation
compression modulus
