22 October 2014
The Bukit Beruntung landslide
Bukit Beruntung is a relatively modern residential development in Selangor, Malaysia. On Monday morning heavy rainfall triggered movement in a slope behind some of the apartments, leading to the evacuation of over 2000 residents. Two days on, over 500 people are still out of their homes, although movement of the slop[e has slowed down. This is not a small slope failure - this image, from the Star, shows the slope from the crown area:
Of note here if the large displacement at the crown of the slope and the deep red colour of the soil, which indicates that it is highly weathered – typical for a tropical setting. A likely explanation for this slope failure is revealed by images of the toe of the slope, which show a heavily deforming retaining wall:
The deformation in the asphalt in front of the wall is interesting. Whilst this might indicate that the failure is passing beneath the wall, I think it is more likely that the wall is being shunted forward by the landslide, causing this deformation. Whilst in all probability this slope can be easily fixed, it is not going to be a trivial task.
20 October 2014
2015 AEG Shlemon Specialty Conference – “Time to Face the Landslide Hazard Dilemma: Bridging Science, Policy, Public Safety, and Potential Loss”
2015 AEG Shlemon Specialty Conference
The 2015 Shlemon Specialty Conference, organised by the Association of Environmental and Engineering Geologists, is entitled “Time to Face the Landslide Hazard Dilemma: Bridging Science, Policy, Public Safety, and Potential Loss”. It is being held in Seattle from 26th to 20th February 2015 to mark the 1st anniversary of the Oso landslide disaster. The website description of the meeting is as follows:
The conference will consist of two days of technical and other presentations by invited speakers, posters, discussion sessions and workshops regarding: landslide hazard assessment and risk methodology, current state and local programs and how these can be integrated into current and potential future national programs, what’s working and where do we need to improve, can we develop consensus recommendations and guidance for agencies responsible for land use, and more. There will also be an optional field trip to the Oso landslide and another recent landslide impacting several houses in Everett, WA on Saturday.
Details of the 2015 Shlemon Specialty Conference are available as a pdf at:
15 October 2014
A surfing backhoe
The first of these three new landslide videos is a really interesting film of a small landslide taking out a backhoe:
This seems to be a nice example of a slide triggered by excess loading at the crest of the slope – in this case the backhoe itself. The slide is small, only removing the land on which the excavator is standing. Note the high mobility of the slide once it starts though. It is interesting to note that the backhoe remains upright. The sliding surface is clearly visible at the end of the video – a beautiful illustration of the way that a clay-rich soil can form a low friction sliding plane.
A large landslide in Taiwan
This video is over a year old, but I’ve not seen it previously as far as I’m aware. This is probably one of the highest quality videos of a large-scale landslide that I’ve seen to date:
The most interesting aspect of this slide is the precursory activity that occurs across the slope before the main collapse event. It would be really interesting to map this in time and space. This is I think an indication that the whole block is moving, which as a result is deforming, popping off the smaller failures. Just before the main collapse small rockfalls and landslides are occurring across the whole slope, as this image shows:
A soil slide from Indonesia
It was reportedly collected in Manado in Sulewesi in Indonesia. Again, the slope shows lots of precursory landslide activity before the main failure event. Shortly before the failure a man walks along the road that was subsequently inundated; I wonder whether he managed to escape. It is interesting to note that the main slide appears to then trigger a second failure on a different part of the slope. It is not clear to me why this should have occurred.
9 October 2014
China: a new rockfall video from Guiyang, Guizhou and images of landslides from the Yunnan earthquake in August
A rockfall in Guizhou
One News in New Zealand has an interesting news report including a video of a rockfall event along a highway in Guiyang in Guizhou Province. The video is embedded from Youtube below, which includes a nice set of images of the aftermath and replays the collapse event several times.
Fortunately the potential for collapse had been identified and the road had been closed. The collapse event appears to have happened on a pre-existing basal release surface and to be defined by a set of existing vertical joints – i.e. in essence this is a complex wedge failure, as this screenshot shows:
This collapse is the result of a failure to properly assess the discontinuities in the rock mass during construction. Such events should be avoidable with proper engineering geological assessment and mitigation.
Images of landslides from the Yunnan earthquake
Meanwhile, Getty Images has a gallery showing landslides triggered by the 5th August 2014 earthquake in Yunnan Province. I cannot include them here, they are worth a look if you get a chance. Earlier this week six members of a team trying to drain one of the valley-blocking landslides were killed when the dam rapidly failed. A further 2000 people had to be evacuated.
8 October 2014
The Sunkoshi Landslide
After the breach and the reconstruction of at least a rudimentary road, the Sunkoshi landslide in Nepal has dropped off the radar screen. Inevitably though the legacy of such an event lives on. An interesting insight into the state of play can be gleaned from a blog post put up by the “This World Ahead” team, two German nationals who are undertaking a 15 month long round the world motorbike tour. They reached the landslide this week and put up a blog post about it yesterday, with some very high quality images. The pertinent section of the post says:
“After crossing the Chinese-Nepalese border in the north of Kathmandu we where facing the incredible dimension of the recent landslide. Tons of rocks, sand and mud, disrupting the green jungle. The massive slide, now calmly lying in the valley, tore a huge hole into the mountain, as if a giant had turned over the earth cover with a shovel and buried hundreds of people under it. It took us approximately four hours and hard work to pass the provisionally, three kilometers long path over the landslide.”
I have reproduced two of the images below. The first shows the landslide itself:
Note the state of the track on the foreground. This image shows the track itself:
The fact that it took four hours to get two trail motorbikes a distance of three kilometres over the landslide, and the lack of vehicular traffic apart from motorbikes in the images, is very informative about the state of play at the landslide site. The impacts on the livelihoods of the population in this area must be profound.
7 October 2014
I thought it would be interesting to run an occasional series showing how landslides have been depicted in the movies and on television. The first example I came across comes from The Croods, a Dreamworks animated film that was released last year. The plot of the film is described here, but a key scene is one in which the family is forced from their home by a large rockfall. This almost kills them, but of course they have a miraculous escape. The rockfall sequence appears in the trailer at about 1 minute 20 secs:
The animation is pretty good. The main collapse is preceded by some precursory small rockfalls (and the father of the family correctly deduces from this that a collapse is imminent – perhaps the first example of a landslide warning system? The main collapse event looks a little strange – in particular it is hard to see how the mass that is seen falling at 1 min 29 secs could release kinematically:
But the fragmentation that is occurring around the block is really good, as is the brief scene in which the mass is impacting on the floor of the canyon, with really nice capture of rock fragmentation on impact. Somehow on the way down the large mass seen above appears to have fragmented though, which seems a little odd:
The rockfall generates a blast wave and dust cloud that envelopes the family, which is also well handled.
Suggestions for subsequent parts of this series are welcome.
6 October 2014
Fatal landslides in the first seven months of 2014
I have now analysed the data on fatal landslides (i.e. those that caused loss of life) for the first seven months of the year. This is the dataset that I’ve been collecting since 2002 (i.e. for over 12 years), and that I wrote up for my paper in Geology a couple of years ago (Petley 2012). This map shows the distribution of the landslides for the period January to July 2014
Each dot represents a single landslide that killed at least one person; there is no representation of how many people were killed in each event. The background image is a digital elevation model. As usual the map shows hotspots in South Asia, China, Indonesia and the Philippines, plus a scattering of landslide events elsewhere. There are slightly more landslides in Africa than normal.
In this seven month period I recorded 222 landslides that caused loss of life, resulting in 1466 deaths. The largest event occurred in Afghanistan in May, with about 500 deaths (although early reports suggested many more). The average number of landslides in the first seven months of the year for the period 2003-2013 is 202, so at a little over halfway 2014 is slightly above average. At the same point in the last few years the totals were:- 2010: 303; 2011: 214; 2012: 220; 2013: 237. Of course the severity of the year in terms of landslides is defined by the period July to September, so I will need to analyse the more recent data to be able to determine this.
The fatality data shows much more inter-annual variation, but the average over the period 2003-2013 is 2318 lives lost, so in this respect 2014 is less severe than the previous decade or so.
Petley, D.N. 2012. Global patterns of loss of life from landslides. Geology 40 (10), 927-930.Petley, D.N. 2012. Global patterns of loss of life from landslides. Geology 40 (10), 927-930.
3 October 2014
Prehistoric rockfalls in Christchurch, New Zealand
One of the most interesting aspects of the Canterbury (Christchurch) earthquake sequence of 2010-2011 was the rockfalls that the shaking triggered in the Port Hills area on the edge of the city. I’ve covered those impressive and highly destructive events on a number of occasions. The great challenge after the earthquake was assessing the future rockfall hazard; a task that was undertaken with impressive rigour by GNS Science.
In assessing future rockfall hazard, a key element is evaluating the likely occurrence of the various trigger events. In Christchurch there were three key processes under consideration – a repeat of a local earthquake like the Canterbury sequence; a distant but larger earthquake, which in South Island is most likely to be a rupture on the Alpine Fault; or a large rainfall event. In each case much work has been undertake to evaluate the return periods of these trigger events, but for the Alpine Fault earthquake a key question was the degree to which a large earthquake would induce collapse events. This is challenging – we would expect that a distant very large earthquake would induce less intense shaking but for a longer duration when compared with a local event, but to what extent is this likely to trigger a large-scale rockfall?
Dating prehistoric rockfalls
In a paper that is in press for Geology, but is available for download from the author’s website, Benjamin Mackey and Mark Quigley from the University of Canterbury have tried to address this problem by dating prehistoric rockfalls at a site in Rapaki in the Port Hills. This site was one of the locations in which rockfalls caused eyebrow-raising damage, in particular when a boulder went straight through a house, out the other side and on down the hill. Interestingly, the slope was also littered with other boulders from previous rockfalls. Mackey and Quigley identified boulders from previous rockfalls that were of a similar size to those that detached in 2011 and undertook a dating exercise on them. The approach used is new and novel dating technique that gives a duration over which a rock surface has been exposed to cosmic rays. The reasoning is that a boulder is shielded from cosmic rays until the rockfall event. From this point onwards the top surface is bombarded; the dating system allows this length of time to be determined. Whilst that might sound trivial, in reality the technique is very challenging and experimental.
The results are really interesting. In essence the technique suggests that the last big rockfall event at this site occurred about 7,000 years ago, with the possibility of an earlier one at about 13,000 years ago. Earlier rockfall events than this are likely to have occurred, but these boulders are now buried in the slope. The big, distant earthquakes happen much more frequently than this – for example the Alpine Fault generates a large earthquake about every 300-400 years and the Porters Pass Fault generates one every 1500-2000 years. Thie implication is that none of these events in the last 7,000 years has generated wide scale rockfall activity at Rapaki.
So, it seems likely that the prehistoric rockfalls at Rapaki were generated by local earthquakes similar to the Canterbury earthquake sequence. And of course the data might indicate that these events only occur every 6,000 to 7,000 years on average, which is reassuring. Note however that a single site gives limited information about the seismic hazard as a whole – Mackey and Quigley point out that the fault generating a Mw=6.0 earthquake would have to be within 10 km and a Mw=7.0 within 20 km of the site to generate sufficient shaking to trigger rockfalls at Rapaki. Other faults in this area but beyond these distances would not generate enough shaking to generate rockfalls at Rapaki. So the return period of earthquakes of this size across the Canterbury area may be shorter than this if there are other active faults.
There is a news report about this research here. Mark Quigley should be congratulated or engaging with the comments at the foot of the article and for trying to explain his research. Some of the other comments are deeply frustrating.
Mackey, B., and Quigley, M., (2015 in press) Strong proximal earthquakes revealed by cosmogenic 3He dating of prehistoric rockfalls, Christchurch, New Zealand, Geology (PDF here)
28 September 2014
A landslide in Rize, Turkey
I know very little about this landslide, which apparently occurred in Rize, Turkey on 25th September:
The size of the blocks that slipped in quite impressive. It may be significant that the slide occurred in the section of road for which there is no masonry wall supporting the cut slope.
24 September 2014
A couple of weeks ago, and with great fanfare, it was announced that the diversion roads around the Sunkoshi landslide were now open and the traffic was flowing again on the Arniko Highway, linking Kathmandu with Tibet. The timing was important as this is a key route for the flow of goods into Nepal, and there was real anxiety about the effects of having large numbers of container lorries stuck to the north of the border. From the very start I was concerned that these roads would be very vulnerable to landslides in heavy rainfall. In the last few days news about the flow of goods has gone very quiet, coinciding with a period of heavy rainfall. The obvious implications were that the roads were blocked once more, but there was little hard evidence.
In the last few days geotechnical engineer Giorgio Maderni travelled along the highway. He has very kindly sent the following images to me (note that he retains copyright). The first shows the old Arniko Highway upstream of the dam. The level of the water prior to the breach is clear, as is the damage that the road has suffered:
Further downstream the level of damage to the road and infrastructure, and the slow progress in putting it right, is clear:
The size of the breach of the landslide dam is impressive:
The very poor state of the track across the landslide debris is clear from this image. In the distance a long queue of trucks waiting to cross the landslide can be seen.
And this image shows the state of the road in more detail. It will be a difficult task to get this to a state in which it is possible to see two-way movement of large numbers of trucks:
At present there is no news about the alternative roads, but given that the trucks are queued up the assumption must be that these are also in a poor state,