Im by no means an expert, having only read books, but a lot of this seems to extensively crossover into my other areas of expertise, mechanical, materials, and composites engineering. Soo heres how Id try to answer the questions given my miniscule avalanche knowledge in conjuction with my engineering background.
Anchors only do good when they are disperesed in such a way that their distribution per area of snow pack is great enough to support the added stresses from the snow pack and disturbances, ie travel. The larger the anchor generally the better. A large conifer with 10foot diameter branches will do a lot more good than a very large rock for multiple reasons. The first Id think is a temperature issue, in that the TG would be larger with the rock due to its large mass and great proximity and contact with the warmer ground. Second, The shape of a conifer, generally cone shape, is the PERFECT shape to most evenly distribute any stress into the snow pack. Lastly, the confier is a flexible non-rigid anchor. What would you rather fall onto, a pane of glass or a trampoline? Additionally, your photos give clear illustration that when the distribution pattern of anchors is near the top and sides of a steeper (35-40deg) wind loaded slope, the fracture will generally occur at these anchors. Generally speaking since its the top of a ridge or something above tree line, these anchors are generally rocks. This ties directly into my engineering background that a fracture will propogate from stress concentration to stress concentration. I think its important to consider anchors also as stress concentrations in the snowpack because for them to work as anchors, they need to be supporting extra stress. Anchors imo just makes them sound too safe. I know thats the proper terminology, Im just offering my opinion here.
Regarding the grassy slope vs willow; Are you implying that the grass would act as an insulator in hope to reduce the TG from the ground? Im not so sure that would be the case, and it would definitely seem to hurt the ground\snow interface strength for potential full depth slides early\late season. All things being equal, it seems like the knee high shrubs ala scrub oak and bushes would be preferred.
Settlement cones seems like they might be working its way into this conversation as well with vegetation and local terrain features. I guess the important thing there is to not take them at face value like an anchor vs stress concentration and maybe see them as a settlement cone vs inconsistent snowpack. The new snow is nice and strong, but who knows the history below it without digging now or previous digging?
I thought whumphing was the weak layer collapsing under stress?
Wouldnt that follow that whumphing anytime in any depth of the pack would be the same thing? Im curious to know if thats the case.
Anyway hopefully this isnt too far from being correct and helping in the discussion. If its not, Ill delete it because I dont want someone to get wrong information that sounds logical. (i hope it sounds logical)
edit to make it more clear and stuff
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