摘要
介绍了应用一种欧拉-拉格朗日耦合的方法来模拟钻井船插桩的整个过程,得到了不同土质参数条件下的桩脚荷载-桩脚尖入泥深度的曲线,并且通过与理论公式计算结果、离心机模型试验结果的比较进一步验证了该数值模拟方法的可行性。
This paper presents the application of a Coupled Eulerian-Lagrangian approach （CEL） to simulate the continuous penetration of a jack-up spudcan foundation into the seabed. The load-penetra- tion response curve is achieved for different soil profiles and the applicability of the Eulerian finite ele- ment model is demonstrated through comparison with the theoretical calculations and the centrifuge model test data.
出处
《低温建筑技术》
2013年第2期100-101,共2页
Low Temperature Architecture Technology
