A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2018; you can also visit the original URL.
The file type is application/pdf
.
Stress Analysis of Double Row Anti-slide Pile
2016
Proceedings of the 2016 3rd International Conference on Materials Engineering, Manufacturing Technology and Control
unpublished
Double row pile as a retaining structure in slope reinforcement and foundation pit support engineering and many other neighborhoods, it has a wide application. But due to the complexity and difference of the soil around the pile, the interaction mechanism between pile and soil is not clear. Calculated with different models and assumptions of double row pile internal force has big difference. On the basic of the former research, this paper improves the basic assumption. Analysis of the soil
doi:10.2991/icmemtc-16.2016.187
fatcat:4pbm6c7hzngcdjxmcpgr5nniqa