摘要
插入式大圆筒是一种适用于软基的轻型深水防波堤结构形式,通过插入段筒体与土体复杂的相互作用,可以很好地发挥软粘土的承载能力。借鉴相关调研成果和工程经验,提出了一种适合于实际工程设计的简化理论计算方法。依托具体工程设计方案,与其他理论计算结果进行对比分析,从而验证了该简化方法的准确性和可靠性。
The embedded large-diameter cylinder was a type of light breakwater in deepwater, which was suitable to be built in soft base. The bearing capacity of soft clay was made the best of through the complicated interaction between the embedded part of cylinder and soft clay. With the help of relevant research results and engineering experiences, a simplified theoretical computation method was proposed to suit the engineering design. Relying on an existing engineering design plan, the computation results by using the above method were compared with other theoretical computation results to validate the reliability and accuracy of the former one.
出处
《港工技术》
2015年第4期30-34,67,共6页
Port Engineering Technology
关键词
软粘土
插入式大圆筒
轻型防波堤
高平行墙土压力
摩阻力
soft clay
embedded large-diameter cylinder
light breakwater
earth pressure of high parallel walls
frictional resistance
