Hallsands, Devon

Landslide case study

On 6 May 2012, the BGS Landslide Response Team received media alerts of a landslide affecting the famous ruined village of Hallsands, South Devon. It was reported that a 200 tonne, 10 m-long section of coastal cliff had collapsed damaging a stone barn and threatening the stability of a popular cliff-top viewing platform.

Whilst this was a relatively small failure by national standards, the inhabitants of the two remaining houses in the village were evacuated amid fears that the access route to these houses would be undermined. As a result of the damage to property, the need for evacuation measures and a well-documented history of coastal erosion in the area, the BGS Landslide Response Team visited the site to assess the landslide.

Geology and landforms

The remains of the village of Hallsands sit on a discontinuous platform of metamorphic rocks comprising Start Mica Schists at approximately 7 m above sea level. Deep ravines separate the promontories of this platform. The seaward edge of the platform forms a steep cliff. Landward of the platform is another steep cliff, formed in the same mica schists and capped by head deposits. Head and raised beach deposits of sand and gravel are locally present on the platform top. Relatively little sand and gravel in the form of modern beach deposits is exposed at the base of the platform cliff at low tide.

Sequence of events

The landslide of 6 May 2012 is believed to have been caused by a combination of:

  1. Wave action that gradually eroded the rock platform, undercutting the overlying head deposits (causing the cave in the pictures) in the vicinity of the stone barn.
  2. Prolonged heavy rainfall, which reduced the stability of the overlying head deposits. These factors led to planar sliding of the head slope adjacent to the stone barn.

The ruined village

Hallsands has a long history of coastal erosion and the landslide of May 2012 is the latest in a series of events affecting the area. Originally, an entire village was built upon the rock platform, as can be seen in the maps and photos. The ravines now evident between the promontories of the rock platform were originally filled with sand and gravel and a wide beach existed seaward of the platform.

In 1897, the Board of Trade licensed the removal of material from the intertidal zone of Hallsands beach (May and Hansom, 2003). Up to 1600 tonnes of sand and gravel were removed each day for the extension of the Royal Dockyard at Devonport. By 1902, the beach level is estimated to have been lowered by 3 m, and by 6 m in 1904. During this period, 97 per cent of the former beach volume had been removed. Storms in 1900 and 1901 undermined sea walls and eroded sand and gravel from the rock ravines lying behind them. Buildings situated at these points collapsed.

On 26 January 1917, a north-easterly gale with waves over 12 m in height combined with a high tide to destroy 29 houses and lower the beach level by a further 2 m. The effect of the storm is likely to have been exacerbated by the lowering of the beach between 1897 and 1917 following gravel extraction and also by the presence of Skerries Bank (an offshore sand bank), which focused wave energy on the Hallsands area (May and Hansom, 2003).

Only two houses, occupied as holiday homes, now remain.

Coastal erosion at Hallsands

In more recent times, coastal erosion by small cliff collapse is more common. Evidence for this can be seen in the small planar slides and rock falls recorded in the BGS National Landslide Database and in photographic surveys of the area.

References and further reading

May, V J, and Hansom, J D. 2003. Coastal Geomorphology of Great Britain, Geological Conservation Review Series, No. 28. (Peterborough, UK: Joint Nature Conservation Committee.)

Contact the Landslide Response Team

Tel: 0115 936 3143 Email: landslides@bgs.ac.uk

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