Testing Research is about the Influence of the Diameter of the Bearing Push-Extend Reamed to the Bearing Capability of the Pile of Push-Extend Multi-Under-Reamed Pile

Abstract:

In this paper, through the experimental study about the stress of soil around the pile when the bearing push-extend reamed have different diameters, observed the destruction of soil around the pile. Further determined the destruction of soil form, verify the theoretical analysis results of the influence for bearing capacity of the push-extend Multi-under-reamed pile in the different diameter of the bearing push-extend reamed. It provided a reliable basis of comprehensive considering the factors influencing of the Push-extend Multi-under-reamed Pile in the actual design.

• Periodical: Applied Mechanics and Materials (Volumes 578-579)
• Pages: 192-195
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.578-579.192
• Online since: July 2014
• Authors: Yong Mei Qian, Rong Zheng Zhai, Xiao Long Liu
• Keywords: Bearing Capacity of the Pile, Bearing Push-Extend Reamed, Dimension of Diameter, Influence, Push-Extend Multi-under-Reamed Pile, Testing Research

References

[1] Y.M. Qian: Squeeze expanding more disc pile soil affects analysis of the computer Simulation in geotechnical engineering in September (2009).

[2] Y.M. Qian: Extrusion expansion multiple disk pile test study on failure mechanism of soil in geotechnical engineering in December (2003).