摘要
结合湛江港一区南二期工程，从现场试验及有限元计算两方面对岸坡抛石及码头回填荷载作用下斜桩及其桩帽的受力形态进行分析，并阐述向岸侧斜桩破坏的原因。
Combining the South 2nd-phase project of Zhanjiang Port District Ⅰ, from the two aspects including site test and limit-element calculation, analysis is carried out to the force pattern acted on the sloping pile and its pile cap under the load of rubble filling of bank slope and back filling of wharf. The reason of damage of bank-side sloping pile is expounded.
出处
《水运工程》
北大核心
1997年第11期7-12,共6页
Port & Waterway Engineering
