Updates on the Nile River (Naches) landslide

Clearly the Nile River (Naches) landslide has effectively dropped off the media radar now. However, there are some excellent ongoing posts on this slide on the Sliding Though blog, which the is the Washington State landslide blogsite. You can access these posts here:

http://slidingthought.wordpress.com/

The Naches / Nile River landslide and the role of the quarry

Spectacular image of the Naches / Nile River landslide, from the Washington State DNR Flickr site

Hat tip to Andrew Giles for pointing this out to me.

The Seattle Times have run an article today about the role of the quarry in the triggering of the Naches landslide. They quite rightly point out that there is no firm evidence either way as to whether the quarry played a role or not, but the do make some interesting comments about the possible role:

"Washington's Department of Natural Resources warned a Naches, Yakima County, gravel pit four years ago that its operations might be destabilizing a portion of the slope that collapsed onto Highway 410 this week. Records from 2005 show a department geologist noticed a 10-foot-wide fissure between the towering basalt cliffs and a broad talus slope below. The gravel mine appeared to have removed deposits that were buttressing the slope, documents say. "Your surface mining activity may be exacerbating slope instability and, therefore, may be creating a potential hazard to adjacent property and danger to the public health, safety (and) welfare," says a notice issued to the mine owners in September 2005."

The article quotes Prof. David Montgomery from the University of Washington, who is undeniably a world class academic geologist:

"It's definitely premature to rule out the gravel pit as a contributing factor...They were definitely digging at the toe of an active landslide, and that's a recipe for a slide."

The article then goes on to note that the Department of Natural Resources (DNR) wrote a letter dated July 2008 that noted that the agency still had not received a monitoring plan.

The image above clearly shows that this is primarily a slump/rotational failure as outlined in my previous post. This is rather beautifully illustrated by the image below, also from Washington State DNR Flickr site. The back-tilting of the trees are a sure-fire sign that the slope has rotated:

There is undoubtedly some translational movement too, as would be expected in such a large failure.

So what caused the Naches landslide?

The Naches landslide, as I reported in my post yesterday, is a somewhat intriguing failure. The weather conditions were dry, the rivers are in low flow conditions, and there has not been an earthquake that could have caused the failure. So what happened?

A clue may be in the landslide type. Several reports have suggested that the initial failure was a rotational slide. I am struggling slightly to get a proper appreciation of the slide (does anyone know where there is a decent set of images taken from an aircraft or a helicopter?), but a quick inspection of the images from the galleries that Heidi posted in the comments from yesterday's post is helpful. These three images, from this Washington State DoT gallery, are particularly helpful:

First, this one appears to show the highway uplifted well above the previous position (compare this with the Google Earth image here):


The second one appears to show the uplifted road and the gravels and cobbles from the river bed also uplifted well above the previous position:


Finally, this one also seems to show greatly uplifted river bed material:

Some of the other images even show dead fish amongst this material, so there is not much doubt what this is.

So how can the river bed be uplifted in this way by a landslide coming off the hillside. One possible explanation (lets call it a working hypothesis - I must stress that this is very tentative on the basis of the images) is that this is indeed a rotational slide. A typical rotational landslide looks like this (image from Geoscape Calgary):

Notice how the movement has occurred on a curved surface - this is what makes the slide rotational. Notice also how material at the toe (foot) of the slide is lifted up due to the movement on the curved surface. Sometimes fragmentation of the blocks in this area causes flows to develop, but often this takes some time as the block starts to break up and weather. So, the uplifted road and riverbed is consistent with a rotational slide, although this is still only a hypothesis. In reality the images suggest that the slide is probably rather more complex than that shown above, but the essence may be a rotational failure.

If that is the case, why did it fail. Well, for most rotational failures movement is the result one or more of three causes:

1. The strength of the materials on the shear surface reduces. This is most likely to be the effect of rainfall causing high water pressures, although in this case that appears unlikely (although a leaking pipe or similar can sometimes be a factor). Materials sometimes degrade with time as well, causing a so-called progressive failure that usually has no trigger, so this is a possibility. If that is that is the case, and such failures are quite rare but definitely do occur, the slope should have shown lots of signs of problems for some time prior to failure;
2. Mass is added to the slope at the top of the block that fails, which adds to the driving force, triggering failure. Sometimes dumping of spoil or garbage on the slope can trigger failures of this type. No such process is evident here, but it is possible.
3. Mass was taken away from the toe of the slope. Much of the resistance to movement in a rotational slip comes from the material at the toe. Indeed, a common way to stabilise a rotational slide is to add mass the toe (often called a toe weight). A good example is the rotational landslide at Folkstone Warren in the UK (image from here):

The huge structure at the bottom of the slope is a toe weight designed to buttress the slope to prevent a rotational failure, and thus to protect the railway line.

So, removal of the material at the toe (or low on the slope) could be enough to cause failure.

Therefore, if I was asked to look at this slide I would do the following:

1. Work out what type of failure this is - i.e. is it a rotational slide?
2. Find out whether there were any water pipes or suchlike on the slope that might have been leaking, or anything that might have been feeding water into the slope from above;
3. See whether anyone had dumped a substantial amount of material high up on the slope;
4. See whether anyone had removed material from low on the slope.

I know where my immediate suspicions would lie, but a proper investigation is needed. It may well be the case that the failure occurred because of a chain of events involving two or more of the possible causes outlines above.