断裂摩擦桩瞬态动测响应的正演模拟

Forward Modeling of the Frictional Fracture Pile's Transient Response Using Dynamic Test

根据分布参数系统并采用动静平衡隔离单元法,建立断裂摩擦桩瞬态动测响应的数学模型,编制相应程序,绘出了断裂摩擦桩瞬态动测位移、速度、加速度响应,并分析了断裂摩擦桩的基本特征。

Based on the distribution parameters and the element method of dynamic - static balance segregation, the mathematical model for the transient response of the dynamic test of the frictional fracture piles is set up, and the calculating program is developed. The responses of displacement, velocity and acceleration of frictional fracture piles are drawn out, and the characters of the response of the frictional fracture pile are analyzed.