基于弹塑性理论带肋填砂管桩承载力的研究与应用

Study and Application on Bearing Capacity of Ribbed and Sand-filled Tube Pile Based on Elastic-plastic Theory

带肋填砂管桩是对普通预应力混凝土管桩改进后形成的一种新的管桩应用类型。基于弹塑性理论的带肋填砂管桩沉降计算方法,既考虑桩身在荷载传递作用下的弹性压缩沉降,也考虑桩端以下土层的弹性和弹塑性变形沉降,并给出端阻力和桩侧阻力的分配系数确定方法。根据该模型计算结果,可进一步分析有关数据的特点及其产生的原理。结果表明,该模型的计算结果与实测结果较吻合,具有一定的应用价值。

Ribbed and sand-filled tube pile is a new applied tube pile after the improvement of the general prestressed concrete pile. The settlement calculation of ribbed and sand-filled tube pile based on elastic-plastic theory not only takes into account of the compression settlement under the load transfer of the pile, but also the soil elastic and plastic settlement below the pile tip, and the method of coefficients between resistances of the pile tip and the pile side is presented. According to the result, the relevant statistics and their principle can be studied. Results indicates that the calculation agrees well with the measurement, and is of practical value.