{"id":5209,"date":"2012-09-22T20:28:15","date_gmt":"2012-09-22T20:28:15","guid":{"rendered":"http:\/\/blogs.agu.org\/landslideblog\/?p=5209"},"modified":"2012-09-22T20:28:17","modified_gmt":"2012-09-22T20:28:17","slug":"examples-of-ongoing-slope-deformation-in-new-zealand","status":"publish","type":"post","link":"https:\/\/blogs.agu.org\/landslideblog\/2012\/09\/22\/examples-of-ongoing-slope-deformation-in-new-zealand\/","title":{"rendered":"Examples of ongoing slope deformation in New Zealand"},"content":{"rendered":"<p>One of the greatest challenges facing those managing slope hazards is knowing how to deal with slopes that are, or have been, actively deforming without failing to date.\u00a0 Many slopes show prolonged periods of active deformation &#8211; creep type movements &#8211; without ever failing, whilst others undergo periods of rapid movement before self-stabilising.\u00a0 Being able to separate out those that are likely to collapse from those that will not is very important, and very difficult.\u00a0 The following three images from my field work in New Zealand this week illustrate the problem.\u00a0 First, this slope shows many signs of prolonged creep-type deformation:<\/p>\n<p><a href=\"https:\/\/blogs.agu.org\/landslideblog\/2012\/09\/22\/examples-of-ongoing-slope-deformation-in-new-zealand\/dscf2322\/\" rel=\"attachment wp-att-5210\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-5210\" title=\"DSCF2322\" src=\"https:\/\/blogs.agu.org\/landslideblog\/files\/2012\/09\/DSCF2322.jpg\" alt=\"\" width=\"640\" height=\"480\" srcset=\"https:\/\/blogs.agu.org\/landslideblog\/files\/2012\/09\/DSCF2322.jpg 640w, https:\/\/blogs.agu.org\/landslideblog\/files\/2012\/09\/DSCF2322-300x225.jpg 300w\" sizes=\"auto, (max-width: 640px) 100vw, 640px\" \/><\/a><\/p>\n<p>Note the multiple sub-parallel ridges running across the slope near to the crest.\u00a0 These are typical of actively deforming large rockslopes, indicating zones of tension as the slope moves.\u00a0 Almost all large, old rock slopes have these features.\u00a0 Often they are much more pronounced than this.\u00a0 In most cases they do not indicate an imminent problem.<\/p>\n<p>This is the Coleridge rock avalanche\u00a0 on the eastern side of the Southern Alps, across the Canterbury Plain from Christchurch.\u00a0 There are two main failure events here &#8211; the scar is clearly visible as the scoop that have been taken out of the hillside.\u00a0 The debris extends a couple of kilometres or so from the source area, and can be seen as the densely vegetated mass below the scar (i.e. in the foreground):<\/p>\n<p><a href=\"https:\/\/blogs.agu.org\/landslideblog\/2012\/09\/22\/examples-of-ongoing-slope-deformation-in-new-zealand\/dscf2308\/\" rel=\"attachment wp-att-5211\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-5211\" title=\"DSCF2308\" src=\"https:\/\/blogs.agu.org\/landslideblog\/files\/2012\/09\/DSCF2308-e1348345123841.jpg\" alt=\"\" width=\"640\" height=\"480\" \/><\/a><\/p>\n<p>But look carefully into the scar area and you&#8217;ll see that there is a large block of material that has displaced from the crest of the landslide, and then stalled without collapsing.\u00a0 This is the block with trees growing on it in the upper centre of the scar.\u00a0 This block appears to have moved some tens of metres before ceasing its movement.\u00a0 In fact this sort of feature is very common in large rock avalanches in New Zealand.\u00a0 It is not clear to me as to how and why they form in this way.<\/p>\n<p>Finally, many slopes show much more active deformation without collapse (although in this case the hazard is often rather more elevated).\u00a0 This is a large landslide between Porters Pass and Arthurs Pass:<\/p>\n<p><a href=\"https:\/\/blogs.agu.org\/landslideblog\/2012\/09\/22\/examples-of-ongoing-slope-deformation-in-new-zealand\/dscf2290\/\" rel=\"attachment wp-att-5212\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-5212\" title=\"DSCF2290\" src=\"https:\/\/blogs.agu.org\/landslideblog\/files\/2012\/09\/DSCF2290.jpg\" alt=\"\" width=\"640\" height=\"480\" srcset=\"https:\/\/blogs.agu.org\/landslideblog\/files\/2012\/09\/DSCF2290.jpg 640w, https:\/\/blogs.agu.org\/landslideblog\/files\/2012\/09\/DSCF2290-300x225.jpg 300w\" sizes=\"auto, (max-width: 640px) 100vw, 640px\" \/><\/a><\/p>\n<p>In this case a large mass has already failed, leaving behind multiple deformed blocks on the hillside.\u00a0 It is hard to know without more detailed investigation just how much movement is occurring at this site, or how likely it is that the staled masses will fail.\u00a0 I would certainly not want to be near that slope in a large earthquake though!<\/p>\n<!-- AddThis Advanced Settings generic via filter on the_content --><!-- AddThis Share Buttons generic via filter on the_content -->","protected":false},"excerpt":{"rendered":"<p>Three examples of actively deforming slopes from New Zealand.  Many slopes show slow deformation; knowing which are likely to fail is a significant challenge<!-- AddThis Advanced Settings generic via filter on wp_trim_excerpt --><!-- AddThis Share Buttons generic via filter on wp_trim_excerpt --><\/p>\n","protected":false},"author":22,"featured_media":5210,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":"","_members_access_role":[],"_members_access_error":""},"categories":[69],"tags":[406,469,648,7,306],"class_list":["post-5209","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-landslide-images","tag-creep","tag-featured","tag-imanges","tag-new-zealand","tag-rock-avalanche"],"_links":{"self":[{"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/posts\/5209","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/users\/22"}],"replies":[{"embeddable":true,"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/comments?post=5209"}],"version-history":[{"count":0,"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/posts\/5209\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/media\/5210"}],"wp:attachment":[{"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/media?parent=5209"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/categories?post=5209"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/tags?post=5209"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}