Deterioration model and condition monitoring of aged railway embankment using non-invasive geophysics. (10th May 2018)

• Record Type: Journal Article
• Authors: Gunn, D.A.; Chambers, J.E.; Dashwood, B.E.; Lacinska, A.; Dijkstra, T.; Uhlemann, S.; Swift, R.; Kirkham, M.; Milodowski, A.; Wragg, J.; Donohue, S.
• Is Part Of: Construction & building materials. Volume 170(2018)
• Page Start: 668
• Page End: 678
• Publication Date: 2018-05-10
• Subjects: Embankment -- Geophysics -- Railway; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2018.03.066
• Languages: English
• ISSNs: 0950-0618

Abstract

Highlights: Structures consistent with the end-tipped construction identified using MASW. Infiltration via wetting fronts into the embankment core identified using ERT. Ageing includes dissolution, mobilisation and re-precipitation of soluble minerals. Heave, rupture, mudstone delamination and de-structuring to clay disrupted fill. ERT-shear wave velocity embankment condition monitoring scheme devised. Abstract: Effective management of railway infrastructure is becoming increasingly reliant upon remote condition monitoring of geotechnical asset condition. Current monitoring approaches focus on confirmation of the morphological effects caused by subsurface processes driving deterioration. However, geophysical imaging offers new opportunities for 'predict and prevent' practices, providing access to monitoring internal property change patterns preceding these morphological responses. Geophysical methods utilize disturbances that propagate through and holistically sample earthworks and are especially suited to imaging the unique heterogeneity of aged embankments. In this case study, surface wave seismic surveys are interpreted to construct a stiffness ground model consistent with a heterogeneous embankment comprising local borrow materials. Time-lapse electrical resistivity imaging was also used to investigate and visualise ground water ingress and movement within this ground model. Ground water movement was shown to be highly dynamic, responding very quickly to local storm events with infiltration into the embankment within hours. Subsequent wetting and drying cycles throughout the embankment's lifespan have caused the dissolution, mobilisation and re-precipitation of soluble minerals within the fill materials. This process has driven the deterioration of the fill fabric, which is evidenced in thin sections by voids and localised rupture about in situ mineral growths. Finally, we provide a framework showing how geophysical methods could support more risk-based asset management practices of the future.