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Things are going downhill fast: understanding
massive landslides
Dave Petley
Vice-President, Research and Innovation
Twitter: @davepetley Blog: https://blogs.agu.org/landslideblog/
What is a landslide?
• A landslide is the process that
occurs when a slope collapses
• The dominant material is rock,
debris or soil
11/03/2019 © The University of Sheffield
Landslides have a huge range
of scales
11/03/2019 © The University of Sheffield
Three massive landslides:
1. Aberfan, Wales 1966
11/03/2019 © The University of Sheffield
Three massive landslides:
2. Anak Krakatau, 2018
Three massive landslides:
3. Brumadinho, Brazil 2019
Five key slope processes:
1. the role of water
• Friction is a key control
• Water creates buoyancy,
reducing friction
• As slopes become saturated
they are more likely to slide
2: As earth materials deform they
can go from solid to fluid
Alaska 2018
11/03/2019 © The University of Sheffield
New Zealand
2011
3: Rocks with defects are much
weaker than those without
4: Earthquakes in mountains
generate many slope failures
5: We don’t understand why the
biggest landslides travel far and fast
11/03/2019 © The University of Sheffield
GNS Science interpretation of the
Mount Haast (Mount Dixon) rockslide
11/03/2019 © The University of Sheffield
Landslides are often a part of a highly
complex chain of events
Palu, Sulawesi earthquake, 2018
The 2008 Wenchuan earthquake
in China: a true landslide crisis
Final toll: 69,181 killed and 18,498 missing
2008 Wenchuan (Sichuan) earthquake, China
14:28 12 May 2008; Mw = 7.9; Depth = 19 km
The Pengguan fault
The Beichuan fault
Landslides: before and after
Landsat 5
18/09/2007
SPOT5
13/10/2008
Shallow rockslides
Wenjiagou landslide
Case study – Beichuan Town
Beichuan town 2007
Beichuan Middle
School landslide
Location of school
700 people
killed
Old Town Landslide (10 mins after
main shock)
Hattian landslide, Pakistan
Kashmir earthquake 2005
11/03/2019 © The University of Sheffield
Post-seismic
debris flows
The 2010 Attabad crisis in Northern Pakistan
Slope identified as unstable in
2003
Collapse event: 4th January 2010
1. Progressive failure over >7 years, scar height = 1175 m
2. Catastrophic failure event in Jan 2010 with no trigger
3. Emplacement of
rockslide onto lake
sediments triggered
secondary high
velocity mudflow
event
Cross valley runout =
1300 m
Deposit height = 120
to 200 m
1858 landslide dam
Wenchuan Earthquake barrier lake
risk table
Yang et al 2010
Management of the hazard
• Initial management
response was the
construction of a
spillway.
• Original intention: 30
metres deep
• Actual depth at time of
overtopping: 15 metres
• Final spillway was very
narrow and unlined
∂
Water level rise
-1
0
1
2
3
4
5
6
7
8
0
20
40
60
80
100
120
Rateoffilling(metresperday)
Waterdepth(metres)
Date
Water depth (m)
Height of lowest point of completed spillway
Filling rate
Evacuations
• After the landslide,
Focus installed sirens
in 15 villages
• People in most
hazardous areas
relocated into camps
• Boat service
established on lake,
but enormous hardship
upstream
• One month before
overtopping NDMA
evacuated 15,000
people downstream of
barrier
Seepage
Spillway evolution
11/03/2019 © The University of Sheffield
0
20000
40000
60000
80000
100000
120000
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
2014
2015
2016
2017
Cumulativenumberoffatalities
Date
111,000 fatalities since Sept 2002
11/03/2019 © The University of Sheffield
Dave Petley
Vice-President, Research and Innovation
Twitter: @davepetley Blog: Search “landslide blog”
Email: d.n.petley@sheffield.ac.uk

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19 02 massive landslides 1