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    Shallow Trenches and Propagation of Surface Waves

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 002
    Author:
    Kayumars Emad
    ,
    George D. Manolis
    DOI: 10.1061/(ASCE)0733-9399(1985)111:2(279)
    Publisher: American Society of Civil Engineers
    Abstract: The effect of the placement of shallow trenches of semi-circular or rectangular shape in the path of propagation of surface waves is studied. The ground is represented as a linear elastic halfplane, the vehicle as a point load vibrating in a wide range of frequencies, and an open air trench is interposed between the vehicle and the receiver. A two-dimensional direct boundary element method approach defined in the frequency domain is used to numerically investiate this problem. The results obtained indicate that trenches are beneficial in reducing the amplitude of vibration only in a narrow band around the mid-frequency range and in all other cases a large amplification of the dynamic signal is obtained. The actual shape of the trench is of minor importance.
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      Shallow Trenches and Propagation of Surface Waves

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    contributor authorKayumars Emad
    contributor authorGeorge D. Manolis
    date accessioned2017-05-08T22:12:35Z
    date available2017-05-08T22:12:35Z
    date copyrightJanuary 1985
    date issued1985
    identifier other%28asce%290733-9399%281985%29111%3A2%28279%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73653
    description abstractThe effect of the placement of shallow trenches of semi-circular or rectangular shape in the path of propagation of surface waves is studied. The ground is represented as a linear elastic halfplane, the vehicle as a point load vibrating in a wide range of frequencies, and an open air trench is interposed between the vehicle and the receiver. A two-dimensional direct boundary element method approach defined in the frequency domain is used to numerically investiate this problem. The results obtained indicate that trenches are beneficial in reducing the amplitude of vibration only in a narrow band around the mid-frequency range and in all other cases a large amplification of the dynamic signal is obtained. The actual shape of the trench is of minor importance.
    publisherAmerican Society of Civil Engineers
    titleShallow Trenches and Propagation of Surface Waves
    typeJournal Paper
    journal volume111
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1985)111:2(279)
    treeJournal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 002
    contenttypeFulltext
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