@inproceedings{9712a2655bec462db92c87f2624c4c05,
title = "Bearing capacity of bored pile in refreezing metaphase and telophase in permafrost region",
abstract = "Due to cement hydration, the change rule of bearing capacity of bored pile in the refreezing process is a main theoretical foundation for the consequent superstructure construction. In order to accurately calculate the bearing capacity of pile in refreezing anaphase and telophase, the basic differential equation of load transfer function is adopted. The hyperbolic model and bilinear model were employed in a computation program to calculate the soil movements surrounding and at the end of the pile, respectively. Then the friction force, resistance of pile axis force, and the single bearing capacity of the end of pile in the refreezing anaphase and telophase were obtained. The results were validated by test data in Kunlun permafrost regions. It is also concluded that the bearing capability of the bored piles in the Kunlun area can provide enough supports to superstructures construction during the refreezing metaphase and telophase.",
author = "Xiu Liu and Changjun Zhou and Decheng Feng and Yixiang Cao and Peng Cao and Ruxin Jing",
note = "Publisher Copyright: {\textcopyright} 2016 Taylor \& Francis Group, London.; 4th Chinese-European Workshop on Functional Pavement Design, CEW 2016 ; Conference date: 29-06-2016 Through 01-07-2016",
year = "2016",
doi = "10.1201/9781315643274-178",
language = "英语",
isbn = "9781315643274",
series = "Functional Pavement Design - Proceedings of the 4th Chinese-European Workshop on Functional Pavement Design, CEW 2016",
publisher = "CRC Press/Balkema",
pages = "1711--1720",
editor = "Sandra Erkens and Xueyan Liu and Kumar Anupam and Yiqiu Tan",
booktitle = "Functional Pavement Design - Proceedings of the 4th Chinese-European Workshop on Functional Pavement Design, CEW 2016",
}