Abstract

Current assessments of slope stability rely on point sensors, the results of which are often difficult to interpret, have relatively high costs and do not provide large-area coverage. A new system is under development, based on integrated geophysical–geotechnical sensors to monitor groundwater conditions via electrical resistivity tomography. So that this system can provide end users with reliable information, it is essential that the relationships between resistivity, shear strength, suction and water content are fully resolved, particularly where soils undergo significant cycles of drying and wetting, with associated soil fabric changes. This paper presents a study to establish these relationships for a remoulded clay taken from a test site in Northumberland, UK. A rigorous testing programme has been undertaken, integrating the results of multi-scalar laboratory and field experiments, comparing two-point and four-point resistivity testing methods. Shear strength and water content were investigated using standard methods, whilst a soil water retention curve was derived using a WP4 dewpoint potentiometer. To simulate seasonal effects, drying and wetting cycles were imposed on prepared soil specimens. Results indicated an inverse power relationship between resistivity and water content with limited hysteresis between drying and wetting cycles. Soil resistivity at lower water contents was, however, observed to increase with ongoing seasonal cycling. Linear hysteretic relationships were established between undrained shear strength and water content, principally affected by two mechanisms: soil fabric deterioration and soil suction loss between drying and wetting events. These trends were supported by images obtained from scanning electron microscopy.

Highlights

  • One-third of the total asset value of the UK transport network is derived from infrastructure slopes [43]

  • This study aims to investigate geophysical–geotechnical property inter-relationships in engineered clay fills and the evolution of these relationships resulting from soil fabric changes associated with seasonal moisture cycling

  • Undrained shear strength (Cu) was investigated, such that water content remained constant throughout the test: the authors acknowledge that this test does not allow for measurement of pore pressures during testing

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Summary

Introduction

One-third of the total asset value of the UK transport network is derived from infrastructure slopes [43] Maintaining this network is costly; it is estimated that in the UK, Network Rail spent £70 million in 2007/2008 on preventative works to stabilize earthworks [17, 44]. It is well understood that increasing groundwater decreases soil strength and can lead to swelling of some clay soils [18] and that drying increases soil strength but causes shrinkage and desiccation cracking [50] These moisturedriven changes have the potential to increase the incidence of failure across a range of earth structures [27, 30], affecting road and rail networks. Whilst the magnitude of these impacts is not fully understood, engineers and asset managers require reliable and cost-effective systems to monitor the condition of these assets and direct maintenance activities at the most vulnerable parts of the network

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