摘要
京杭运河—淮安三线船闸的闸室采用无粘结分散压缩型土锚钢板桩墙结构 ,本文介绍结构特点以及设计体会。
Non-cohesive dispersed compressed soil-anchored steel sheet pile wall structure was applied in lock chamber design of Huai'an No.3 Shiplock in the Grand Canal. The structural characteristics and understandings of design are introduced.
出处
《水运工程》
北大核心
2002年第7期10-12,共3页
Port & Waterway Engineering
