Method and device for determining soil pressure of large-diameter steel cylinder under pile pitching action of drilling ship
The invention relates to a method for determining the soil pressure of a large-diameter steel cylinder under the pile pitching action of a drilling ship, and the method comprises the steps: proposing a soil pressure vertical distribution mode and a normalized soil pressure coefficient based on the s...
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Format: | Patent |
Sprache: | chi ; eng |
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Zusammenfassung: | The invention relates to a method for determining the soil pressure of a large-diameter steel cylinder under the pile pitching action of a drilling ship, and the method comprises the steps: proposing a soil pressure vertical distribution mode and a normalized soil pressure coefficient based on the soil pressure distribution, the maximum value and the position of the soil pressure on the steel cylinder in a model test and numerical simulation; the soil pressure on the steel cylinder under the action of the pile shoe can be accurately evaluated; according to the method, the soil pressure on the steel cylinder under different pile shoe-steel cylinder distances can be rapidly evaluated, and design reference and application of an underwater protection structure are facilitated.
本发明涉及一种钻井船插桩作用下大直径钢圆筒土压力确定方法,基于模型试验和数值模拟中钢圆筒上的土压力分布、土压力最大值及其位置,提出土压力竖向分布模式和归一化土压力系数,能够较准确评估桩靴作用下钢圆筒上的土压力;本发明可快速评估不同桩靴-钢圆筒间距下钢圆筒上的土压力,有利于水下防护结构设计参考和应用。 |
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