摘要
结合福建罗源湾可门作业区4#,5#泊位深厚淤泥爆炸挤淤围堤工程,运用Midas/GTS有限元程序建立深厚淤泥爆炸挤淤填石围堤的稳定分析模型。基于有限元强度折减理论,对其安全系数进行求解,探讨相关参数对填石围堤滑动稳定性的影响。
Based on the dike constructed by explosive squeezing mud and stone-filling method in deep soft ground of No.4 No.5 berth at Kemen port,Luoyuan bay,Fujian province,this paper establishes the stability analysis model of dike by Midas/GTS finite element program.The safety factors of stability are solved based on the strength reduction theory,and the effects on stability of relevant parameters of filling stone are discussed.
出处
《水运工程》
北大核心
2013年第3期67-71,共5页
Port & Waterway Engineering