摘要
本文就目前正在施工中的长达6.7km的连云港西大堤设计过程中的方案比选,全清淤斜坡式防波堤的断面设计,挖槽回淤在堤身稳定计算中的考虑以及斜坡堤设计施工中的一些经验和体会作一简介。
The west main breakwater, with a total length of 6.7km, is under construction at Lian Yun port.This paper makes a brief introduction on the experiences and problems about the following subjects, the comparison of various schemes in the course of design; the cross-sectional design of the sloping faced breakwater, under which all silt deposit to be cleaned out; the stability of breakwater with consideration of siltation effects in the excavated bed; the design and construction of the main breakwater in itself.
出处
《水运工程》
北大核心
1990年第3期12-16,共5页
Port & Waterway Engineering