摘要
南海三山港５０００吨级集装箱码头边坡地基采用粉喷桩和矿渣桩加固处理后，边坡稳定性良好，岸坡挡土墙使用一年累计沉降量仅３０ｍｍ，满足使用要求。
After the 5000 dwt container wharf slope foundation of Sanshan Port is consolidated by using cement powder spraying pile and slag pile, a fairly good stability of side slope has achieved and the accumulated settlement of the earth retaining wall of bank slope after one year's utilization is only 30 mm, which has met the demands of utilization.
出处
《水运工程》
北大核心
1997年第9期38-41,共4页
Port & Waterway Engineering
