摘要
本文首先阐述了抛石挤淤法的基本原理和适用范围,并采用有限元数值模拟方法对抛石挤淤法的有效挤淤深度进行了分析。然后,结合海阳港防波堤施工实例,对有限元数值模拟分析得出的结论进行对比验证,证实了有限元数值分析结论的正确性。
This paper firstly expounds the scope and principle of squeezing soft clay method, as meanwhile, the effective displacement depth were studied with finite element simulation method. Then, the simulation results were compared with the conclusion obtained through the dike construction of Haiyang harbor , which validates the correctness of the finite element simulation theoretical analysis.
出处
《土木工程与管理学报》
2012年第3期77-80,共4页
Journal of Civil Engineering and Management
关键词
淤泥质软土
地基处理
抛石挤淤
有限元数值模拟
silty soft clay
foundation treatment
squeezing soft clay method
finite elementnumerical simulation
