The influence of weathering on index properties and undrained shear strength for the Charmouth Mudstone Formation of the Lias Group at a site near Banbury, Oxfordshire, UK

Author:

Briggs Kevin M.1ORCID,Blackmore Letisha1,Svalova Aleksandra2ORCID,Loveridge Fleur A.3ORCID,Glendinning Stephanie4,Powrie William5ORCID,Butler Simon6,Sartain Nick6

Affiliation:

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

2. School of Mathematics, Statistics and Physics, Newcastle University, Newcastle upon Tyne NE1 7RU, UK

3. School of Civil Engineering, Faculty of Engineering and Physical Sciences, University of Leeds, Leeds LS2 9JT, UK

4. School of Engineering, Newcastle University, Newcastle upon Tyne NE1 7RU, UK

5. School of Engineering, Faculty Engineering and Physical Sciences, University of Southampton, Southampton SO17 1BJ, UK

6. Geotechnical Engineering, High Speed Two (HS2) Ltd, Birmingham B4 6GA, UK

Abstract

The Lias outcrop extends continuously from Dorset to Yorkshire in England, with outlying areas in Somerset and Wales. It underlies the transport routes between a number of major UK cities. Understanding the material properties of the Lias Group is therefore important for infrastructure construction and maintenance across England and Wales. This study examines the influence of weathering on the engineering properties of the Charmouth Mudstone Formation (Lias Group) in light of recent developments in ground-investigation practice including: (i) the use of modern visual weathering classifications for soils and rocks; and (ii) the availability of large ground-investigation datasets from the construction of the High Speed Two (HS2) railway. The variability in the undrained shear strength data was consistent with the moisture content, liquidity index and plasticity index of the samples, but they were poorer indicators than shown in previous studies. The visually-assessed weathering class and the depth below ground level were found to be more useful indicators of the undrained shear strength of the clay and mudstone samples of the Charmouth Mudstone Formation. Supplementary material: Dataset for the Undrained Shear Strength and Index Properties of Charmouth Mudstone Formation Samples Excavated Near Banbury, Oxfordshire, UK, is available from the University of Bath Research Data Archive at https://researchdata.bath.ac.uk/id/eprint/1012

Funder

Royal Academy of Engineering

Engineering and Physical Sciences Research Council

Publisher

Geological Society of London

Subject

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

Reference32 articles.

1. AGS 2011. Electronic Transfer of Geotechnical and Geoenvironmental Data AGS4 (Edition 4.0). Guidance Document. First Issue. Association of Geotechnical & Geoenvironmental Specialists (AGS) Faversham Kent UK www.ags.org.uk [last accessed November 2020].

2. British Standards Institution 2010a. BS 1377-2:1990. Methods of Test for Soils for Civil Engineering Purposes. Classification Tests. BSI, London.

3. British Standards Institution 2010b. BS 1377-7:1990. Methods of Test for Soils for Civil Engineering Purposes. Shear Strength Tests (Total Stress). BSI, London.

4. British Standards Institution 2014. BS EN ISO 17892-1:2014. Geotechnical Investigation and Testing. Laboratory Testing of Soil. Determination of Water Content. BSI, London.

5. British Standards Institution 2018a. BS EN ISO 14688-2: 2018. Geotechnical Investigation and Testing – Identification and Classification of Soil – Part 2: Principles for a Classification. BSI, London.

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