
Whoever gets it right gets to choose the next landslide for us to try to name. I have turned message moderating off to allow this to work. This one is not easy, but there are clues in the picture.

The idea is that the additional weight of the water acted in a manner that is very similar to the triggering of landslides on slopes - i.e. it acted to both increase shear stress and to decrease the normal effective stress, rendering the fault more likely to fail (slide). This is apparently backed up by a paper by Lei Xinglin, of the China Earthquake Administration in Beijing and GSK/AIST, which was published in the Chinese journal "Geology and Seismology" last month. That paper is also available online here, but it is in Chinese, so I cannot really tell what it is saying in detail. According to the Science article, the paper apparently also suggests that the reservoir may have been a factor, without coming to a firm conclusion. The diagrams in the paper are worth a look, and have English captions. The abstract is as follows:
The interesting thing about this image is the very large (apparently 5 m high) retaining wall that had been built between the slope and the houses. Clearly the wall has failed under the weight of the landslide (not surprising given the size of those boulders actually), but I wonder who built the wall (surely not the people living in these houses - it is far too big)?
It is interesting to note that the section of slope that has failed shows clear signs of toe erosion and some interesting linear features on the Google Earth imagery:
Interestingly, in the years after Lake Roosevelt was filled there were a series of landslides. The Emergency Management Division of Washington Military Department has a document here that describes a series of events as the lake was filled and emptied:


The Medio Mundo sealed off coastal bays, and thus eliminated a major source of food. Furthermore, sand from the ridge blew inland on the prevailing winds, swamping farms and communities. The huge resultant sand deposits, with the wind sculpted features, can be seen on the image above. Within a few generations the civilisation collapsed, never to recover in that form.
The area around the village appears to be quote densely forested, but note that the Google Earth data covers the junction between two epochs (periods) of imagery, which you can see from the colour change across the image above. I have shown this below:
A perspective view shows that these are breaking out all over the deforested landscape:
Given that this is an area of illegal mining and extensive deforestation, the occurrence of destructive landslides should not be a surprise. The level of vulnerability here is indicated by the fact that the Tropical Rainfall Measuring Mission have not detected unusually high levels of rainfall in this area over the last few days.
Next an oblique view looking eastward:







Fig 1: SRES Emissions Scenarios. A2, as used in this study, is shown in Fig. (b). Source: http://www.grida.no/publications/other/ipcc_sr/?src=/Climate/ipcc/emission/014.htm
Helpfully, this allows the location to be pinpointed on Google Earth (unfortunately the high resolution imagery starts just east of the landslide location - click on the image for a decent view):
A magnified and annotated image below shows that the landslide occurred in a very clear bowl shaped feature that would cause any good geomorphologist to be very nervous in terms of slope stability. I have highlighted the boundary of the bowl and the location of the landslide:
It is now clear that this was a a large rockslide (not a mudslide as reported elsewhere).

Meanwhile the number of recovered victims has now reached 37. About 50 victims remain buried in the debris.

Perhaps the most useful resource though is this article from the www.tennessean.com, which I thoroughly recommend. It provides an excellent interpretation of what happened in the lead up to the accident. They have provided two aerial images of the site, before:
And after:
The sides of the embankment also appear to have failed (marked "lateral failure?" above). This suggests to me that pore pressures in the ash were very high indeed. I wonder if a factor here is the use of ash in the embankment as its comparatively low density might have made the embankment rather vulnerable to failure due to high buoyancy forces.

Comments and/or corrections welcome. One of my tasks for this year is to get a better mapping program than Versamap (suggestions welcome)...
