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    Case Study of Debris Flow

    Source: Journal of Performance of Constructed Facilities:;1994:;Volume ( 008 ):;issue: 003
    Author:
    Robert W. Day
    DOI: 10.1061/(ASCE)0887-3828(1994)8:3(192)
    Publisher: American Society of Civil Engineers
    Abstract: A debris flow is defined as soil with entrained water and air that moves readily as a fluid on low slopes. A case history of a debris flow adjacent to the Pauma Indian Reservation is described. Two contributing factors in the debris flow were the cutting down of trees and the construction of haul roads. The debris flow travelled a long way (370 m) in the depositional area before striking a house. Fortunately, by the time the debris flow reached the house, the energy was nearly spent and there was no damage to the structural frame. The material involved in the debris flow was classified as silty sand. Results of laboratory tests indicate that this type of soil is susceptible to debris flow. There is a range of coefficient of permeability from about 10
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      Case Study of Debris Flow

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    http://yetl.yabesh.ir/yetl1/handle/yetl/76129
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    contributor authorRobert W. Day
    date accessioned2017-05-08T22:16:59Z
    date available2017-05-08T22:16:59Z
    date copyrightAugust 1994
    date issued1994
    identifier other40080084.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76129
    description abstractA debris flow is defined as soil with entrained water and air that moves readily as a fluid on low slopes. A case history of a debris flow adjacent to the Pauma Indian Reservation is described. Two contributing factors in the debris flow were the cutting down of trees and the construction of haul roads. The debris flow travelled a long way (370 m) in the depositional area before striking a house. Fortunately, by the time the debris flow reached the house, the energy was nearly spent and there was no damage to the structural frame. The material involved in the debris flow was classified as silty sand. Results of laboratory tests indicate that this type of soil is susceptible to debris flow. There is a range of coefficient of permeability from about 10
    publisherAmerican Society of Civil Engineers
    titleCase Study of Debris Flow
    typeJournal Paper
    journal volume8
    journal issue3
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1994)8:3(192)
    treeJournal of Performance of Constructed Facilities:;1994:;Volume ( 008 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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