RESEARCH ARTICLE
Experimental and Theoretical Static Analysis of High-Speed Railway Bridge Settlement for Deep Soft Soil
Hussein Yousif Aziz*, 1, Jianlin Ma
Article Information
Identifiers and Pagination:
Year: 2012Volume: 6
First Page: 17
Last Page: 31
Publisher ID: TOBCTJ-6-17
DOI: 10.2174/1874836801206010017
Article History:
Received Date: 17/04/2012Revision Received Date: 10/06/2012
Acceptance Date: 12/06/2012
Electronic publication date: 24/8/2012
Collection year: 2012
open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Abstract
This paper is a study of Beijing-Shanghai high-speed railway and measuring the settlement values of the Bridge with the time and load. The structure is safe to carry the applied loads. The settlement is measured using the single point of settlement account meter and calculated using the norm codes. The results showed a new field measurement method to calculate the compressed layer thickness which is considered as a difficult task to monitor in the field. The final results calculated for the settlement of the pile foundation needed correction of factors to be conservative for the measurement of the project. The correction factors are proposed to modify the codes calculation within the permissible ranges.