Abstract
The patterns of ground movement were monitored within a large, deep-seated landslide complex at Ventnor in southern England, between May 1998 and June 2002 using automated crackmeters, settlement cells and vibrating wire piezometers. It was found that the landslide maintains a state of marginal instability, such that it is subject to continual very slow deformation. Movement is primarily on a low-angled basal shear surface at >90 m depth. The movement record shows a series of distinct deformation patterns that vary as groundwater conditions change. Continuous slow deformation occurs across the landslide complex at rates of between 5 and 10 mm/year. The background pattern of movement does not appear to correlate with local porewater pressure. Periods of more rapid movement (reaching up to c. 34 mm/year during the monitoring period) were associated with a period of elevated groundwater, although the relationship between movement rate and porewater pressure was complex. The patterns of movement and the landslide geometry suggest that the likelihood of a rapid, catastrophic failure is low. Future episodes of faster movement are likely during periods when porewater pressures at the basal shear surface are elevated above a critical threshold. Whilst the resulting surface deformation damages the town, it is unlikely to occur rapidly without significant changes to the landslide hydrogeology or the stress state within the landslide.
| Original language | English |
|---|---|
| Pages (from-to) | 1107-1118 |
| Number of pages | 12 |
| Journal | Landslides |
| Volume | 12 |
| Issue number | 6 |
| DOIs | |
| Publication status | Published - 1 Dec 2015 |
Bibliographical note
Publisher Copyright:© 2014, Springer-Verlag Berlin Heidelberg.
Keywords
- Isle of Wight
- Landslide
- Monitoring
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
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