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</html>";s:4:"text";s:4287:"These elements are large diameter full section or ring section reinforced concrete wells with circular or elliptical cross-sections. The modularity of the system confers notable flexibility of use, both in terms of adaptability to the ground morphology, and because the structure does not require a deep foundation other than a laying plane of lean concrete used to make the support plane of the whole structure regular. This will help in preventing from theflood. You can do it yourself if you feel confident, or have a plumber do the job. the free length: the non-concreted length. The charge fuse times are established so that those at the outer edges explode first and the more internal ones successively, so that the area of the operation is delimited. (1996). Evacuate. Flood measuring stations should be made at flood regions. Geomats are anti-eroding biomats or bionets that are purpose-made synthetic products for the protection and grassing of slopes subject to surface wash. Geomats provide two main erosion control mechanisms: containment and reinforcement of the surficial ground; and protection from the impact of the raindrops. Landslides tend to occur in the same area repeatedly. Geographic Names Information System (GNIS), Mapping, Remote Sensing, and Geospatial Data, Post Wildfire Flash Flood and Debris Flow Guide, Landslide Guide for Residents of Puerto Rico. Hunge O. For this reason, the two ends of the siphon tube are submerged in the water of two permanent storage tanks. If you are in areas susceptible to landslides and debris flows, consider leaving if it is safe to do so. Landslide mitigation refers to several man-made activities on slopes with the goal of lessening the effect of landslides.Landslides can be triggered by many, sometimes concomitant causes. Landslides occur where they have before, and in identifiable hazard locations. This type of treatment is applicable only in clayey grounds. Once the drain is embedded in the ground, the temporary sheathing is completely removed and the head of the drain is cemented to the well. New cracks or unusual bulges in the ground, street pavements or sidewalks. The most-used passive protection measures are boulder-gathering trenches at the foot of the hillside, metal containment nets, and boulder barriers. This image may not be used by other entities without the express written consent of wikiHow, Inc.<br>\n<\/p><p><br \/>\n<\/p><\/div>"}, {"smallUrl":"https:\/\/www.wikihow.com\/images\/thumb\/5\/52\/Prevent-a-Landslide-Step-8.jpg\/v4-460px-Prevent-a-Landslide-Step-8.jpg","bigUrl":"\/images\/thumb\/5\/52\/Prevent-a-Landslide-Step-8.jpg\/aid11747867-v4-728px-Prevent-a-Landslide-Step-8.jpg","smallWidth":460,"smallHeight":345,"bigWidth":"728","bigHeight":"546","licensing":"<div class=\"mw-parser-output\"><p>\u00a9 2020 wikiHow, Inc. All rights reserved. People should be aware of the cause of landslide. Do not build near steep slopes, close to mountain edges, near drainage ways, or natural erosion valleys. The soil nailing technique applied to temporarily and/or permanently stabilise natural slopes and artificial scarps is based on a fundamental principle in construction engineering: mobilizing the intrinsic mechanical characteristics of the ground, such as cohesion and the angle of internal friction, so that the ground actively collaborates with the stabilisation work. Here, steel nails are inserted very rapidly into a slope by percussion, vibration or screw methods. Such wells that can be inspected are also a support point for the creation of new drainage wells and access for the installation, also on a later occasion, for a range of sub-horizontal drains at the bottom or along the walls of the wells themselves, with the purpose of increasing the drainage capacity of the well. These are areas to avoid during a storm. Such changes may mean there is debris flow activity upstream so be prepared to move quickly. The use of isolated wells with drainage pumps leads to high operational costs and imposes a very time-consuming level of control and maintenance. predisposition of the injection tubes at suitable inter-axes, parallel to the crack, through which the concrete mix is injected; sequential injection of the mixture from bottom to top and at low pressure (1-3 atm.) ";s:7:"keyword";s:32:"preventive measures of landslide";s:5:"links";s:1631:"<a href="http://newdestinychurchpc.com/blog/article.php?tag=Danny-Fujikawa-6bb478">Danny Fujikawa</a>,
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