Forecast climate change impact on porewater pressure regimes for the design and assessment of clay earthworks

Author:

Huang Wengui1ORCID,Loveridge Fleur A.2ORCID,Briggs Kevin M.3ORCID,Smethurst Joel A.4,Saffari Nader5,Thomson Fiona6

Affiliation:

1. School of Computing, Engineering & Digital Technologies, Teesside University, Middlesbrough TS1 3BX, UK

2. School of Civil Engineering, University of Leeds, Leeds LS2 9JT, UK

3. Department of Architecture and Civil Engineering, University of Bath, Bath BA2 7AY, UK

4. School of Engineering, University of Southampton, Southampton SO17 1BJ, UK

5. Engineering (Earth Structures & Geotechnical), Transport for London, London E20 1JN, UK

6. Engineering & Asset Strategy, Transport for London, London E20 1JN, UK

Abstract

Understanding and mitigating the impact of climate change on the built environment is becoming increasingly important worldwide. Earthworks (embankments and cuttings) supporting road and rail transportation networks often have direct contact with the atmosphere and are therefore influenced by extreme weather events and seasonal weather patterns. Atmospheric wetting and drying alters porewater pressures (PWPs) within earthworks, potentially contributing to the deformation and failure of earthwork slopes. Consequently, it is essential to understand the influence of climate change on PWPs within earthwork slopes, to inform strategies for their design, assessment and maintenance. Extensive 1D seepage analyses were carried out for typical railway embankments in the London area. The analyses showed that forecast hotter, drier summers will increase the water storage capacity of earthworks. This will lead to increased net infiltration in the winter months owing to both a forecast increase in rainfall and a longer time being required to saturate the soil pores and bring the water table back to the slope surface. Hence, despite the forecast increase in winter rainfall, this will not lead to higher design PWP regimes. The analyses were conducted for the London area, but this approach and conceptual framework can be readily adapted for other locations. Thematic collection: This article is part of the Climate change and resilience in Engineering Geology and Hydrogeology collection available at: https://www.lyellcollection.org/topic/collections/Climate-change-and-resilience-in-engineering-geology-and-hydrogeology

Funder

Engineering and Physical Sciences Research Council

Royal Academy of Engineering

Publisher

Geological Society of London

Subject

Earth and Planetary Sciences (miscellaneous),Geology,Geotechnical Engineering and Engineering Geology

Reference79 articles.

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2. Using Synthetic Climate Datasets for Geotechnical and Geoenvironmental Design Problems

3. Bell, F.G. 1992. Engineering Properties of Soils and Rocks, 3rd edn. Butterworth–Heinemann.

4. Biddle, P.G. 1998. Tree Root Damage to Buildings. Willowmead, Wantage.

5. Stability Coefficients for Earth Slopes

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