Construction, management and maintenance of embankments used for road and rail infrastructure: implications of weather induced pore water pressures

被引:64
作者
Glendinning, Stephanie [1 ]
Hughes, Paul [1 ]
Helm, Peter [1 ]
Chambers, Jonathan [2 ]
Mendes, Joao [3 ]
Gunn, David [2 ]
Wilkinson, Paul [2 ]
Uhlemann, Sebastien [4 ]
机构
[1] Newcastle Univ, Sch Civil Engn & Geosci, Newcastle Upon Tyne NE1 7RU, Tyne & Wear, England
[2] British Geol Survey, Keyworth NG12 5GG, Notts, England
[3] Univ Newcastle, Sch Engn, Newcastle, NSW 2300, Australia
[4] ETH, Dept Earth Sci, Inst Geophys, Zurich, Switzerland
基金
英国工程与自然科学研究理事会;
关键词
Embankments; Field monitoring; Partial saturation; Permeability; Pore pressures; Suction; RESISTIVITY TOMOGRAPHY; HYDRAULIC CONDUCTIVITY; SLOPE; LANDSLIDES; MOVEMENT;
D O I
10.1007/s11440-014-0324-1
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Understanding the age and construction quality of embankments used for road and rail infrastructure is critical in the effective management and maintenance of our transport networks, worth billions pound to the UK economy. This paper presents for the first time results from full-scale, carefully controlled experiments on a unique model embankment conducted over the 4-year period between 2008 and 2011. It combines point location and spatially distributed measurements of pore water pressures and water content with outputs from hydrological modelling to draw conclusions of significance to both ongoing research in this field and to the asset management practices of infrastructure owners. For researchers, the paper highlights the crucial importance of transient permeability and soil water retention behaviour of fill materials in controlling the magnitude and distribution of pore water pressure in response to climate and weather events. For practitioners, the work demonstrates that there are significant differences in pore water pressure behaviour across the embankment, which is influenced by construction-related issues such as compaction level, aspect and presence of a granular capping material. Permeability was also observed to vary across the embankment both spatially and with depth, being dependent on degree of saturation and macroscale effects, particularly within a 'near surface zone'. It is proposed that this 'near surface zone' has a critical effect on embankment stability and should be the focus of both ongoing scientific research and inspection and monitoring as encompassed by asset management regimes.
引用
收藏
页码:799 / 816
页数:18
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