摘要
基于宝钢马迹山港矿石中转码头工程,通过港池物理模型试验,测定28号单桩钢套管在波浪或水流或波浪与水流共同作用下的水平总力。根据测力结果研究28号单桩钢套管承受波浪或水流及波流力时的位移变化量,提出满足28号单桩钢套管的人工基床稳定厚度和钢套管嵌岩深度。
Based on the ore transit wharf in Majishan Baogang,through physical model test for the basin,measure the total horizontal force under waves, currents ,waves-current combination situation. According to the results of the load, research the displacement variation of 28 single pile steel casing with in the waves, currents, waves and currents force and put forward the artificial bed width and rock-socketed depth for 28 single pile steel casing.
出处
《江南大学学报(自然科学版)》
CAS
2014年第2期201-204,共4页
Joural of Jiangnan University (Natural Science Edition)
关键词
波流力
钢套管
稳定性
人工基床
wave-current force, steel pipe, stability, artifical subgrade