The soil failure beneath the branch or the disk is the main cause of the shear failure of the pile based on the analysis of the curveofload settlement and the dynamic pile test results.
The results show that the tension bearing capacity of DX pile is apparently higher than that of the pile with constant section, and the curveofload-displacement of DX pile is slowly varying.
结果表明,DX桩的抗拔承载力明显大于同等条件下的等截面桩,且DX桩的荷载-上拔位移关系呈缓变形;
3
There is a point in the loadcurve where response time degradation is directly due to the number of requests the application is processing.