Advanced
search

To read this content please select one of the options below:

Deformation analysis and reinforcement of jin-gang tower in jacking method

Xiaonan Zhang (School of Civil Engineering, Hebei University of Engineering, Handan, China)
Sanyuan Shi (School of Civil Engineering, Hebei University of Engineering, Handan, China)
Hongyu Zhao (School of Arts, Hebei University of Engineering, Handan, China)
Man Lu (School of Civil Engineering, Hebei University of Engineering, Handan, China)
Xuguang Li (Hebei Building Research Engineering C, Ltd, Shijiazhuang, China)

World Journal of Engineering

ISSN: 1708-5284

Article publication date: 8 April 2016

109

Abstract

Purpose

This paper aims to first analyze the reasons of a brick-wooden building tilts in Yunnan province in China. Then, a jacking method which combines the stress release methods and the excavation of stress release trench were put forward.

Design/methodology/approach

This method uses the anchor static pile to guarantee the safety of the building in the process of rectifying.

Findings

The practice showed that the inclination rate of the building was stable in the process of jacking, which proved the efficiency of the proposed method.

Originality/value

It has a great value for similar rectification projects, and for the protection of cultural heritage and ancient buildings have a positive effect.

Keywords

Citation

Zhang, X., Shi, S., Zhao, H., Lu, M. and Li, X. (2016), "Deformation analysis and reinforcement of jin-gang tower in jacking method", World Journal of Engineering, Vol. 13 No. 2, pp. 163-168. https://doi.org/10.1108/WJE-04-2016-021

Publisher

:

Emerald Group Publishing Limited

Copyright © 2016, Emerald Group Publishing Limited

Related articles

Manage cookies

We’re listening — tell us what you think

Join us on our journey