Subsidence and collapse of structures supporting overhead line equipment (OLE) due to legacy coal mining can be catastrophic during both the construction and operational phases, causing damage to construction plant, injuries and fatalities to the construction and maintenance workforce, failure of the track and disruption to the operational railway. When applied to linear railway schemes spanning considerable distances, industry guidelines for appraising and mitigating these mining hazards are overly conservative with a disproportionate cost. On phase 4 of the North West Electrification Project between Manchester Victoria and Euxton Junction, an innovative risk-based method was devised and implemented to identify and mitigate mining hazards to OLE structures. Formulation of these value-engineering solutions prevented programme drift and led to significant cost savings. Details of this methodology, including a detailed desk study, computational geomechanics, a well-targeted ground investigation, void remediation and real-time foundation monitoring, are discussed in this paper.
Article navigation
August 2020
Research Article|
June 03 2019
Mitigation of ancient coal mining hazards to overhead line equipment structures
Aliasger E. Haiderali, PhD, CEng, MICE
Aliasger E. Haiderali, PhD, CEng, MICE
Consultant, Network Rail, Manchester, UK (aliasger.haiderali@gmail.com)
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
September 17 2018
Accepted:
April 09 2019
Online ISSN: 1751-7710
Print ISSN: 0965-092X
ICE Publishing: All rights reserved
2019
Proceedings of the Institution of Civil Engineers - Transport (2020) 173 (4): 218–231.
Article history
Received:
September 17 2018
Accepted:
April 09 2019
Citation
Haiderali AE (2020), "Mitigation of ancient coal mining hazards to overhead line equipment structures". Proceedings of the Institution of Civil Engineers - Transport, Vol. 173 No. 4 pp. 218–231, doi: https://doi.org/10.1680/jtran.18.00143
Download citation file:
New and popular articles
Suggested Reading
Intelligent pathological assessment of housing subsidence
Proceedings of the Institution of Civil Engineers - Structures and Buildings (May,2001)
The behaviour of lightly loaded piles in swelling ground and implications for their design
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (January,2000)
An experimental investigation of the consolidation process under triangular cyclic loading
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (July,2019)
Foundation reinforcement and deviation rectification of the leaning pagoda of Dinglin Temple, China
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (November,2019)
Ratio of long-term settlement to immediate settlement for piled raft on soft clay
Proceedings of the Institution of Civil Engineers - Ground Improvement (March,2019)
Related Chapters
Tower crane bases
Temporary Works: Principles of Design and Construction
Introduction to earthquake geotechnical engineering in relation to foundation design
Seismic Design of Foundations: Concepts and applications
Selection of strong motion for foundation design
Seismic Design of Foundations: Concepts and applications
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
