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    Improved TDR Method for Quality Control of Soil-Nailing Works

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author:
    Chih-Chung Chung
    ,
    Chih-Ping Lin
    ,
    Kai Wang
    ,
    Chih-Sheng Lin
    ,
    Yin Jeh Ngui
    DOI: 10.1061/(ASCE)GT.1943-5606.0001372
    Publisher: American Society of Civil Engineers
    Abstract: Time domain reflectometry (TDR) has become an effective nondestructive testing method for soil-nailing inspection. Previous studies utilized a preinstalled, single-core, electric wire alongside the rebar within the soil nail. Measurements may be affected by possible grout defects and excessively overestimate the rebar length if the wire is coiled around the rebar. An improved TDR waveguide and a corresponding decoupled data reduction method (for both soil-nail length determination and grout condition inspection) are proposed herein. The feasibility and advantages of the new approach were experimentally verified with two types of TDR device. The proposed methodology makes it possible to use a portable, low-cost, and low-speed TDR device as a quick and economical tool for quality control of soil nailing.
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      Improved TDR Method for Quality Control of Soil-Nailing Works

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/79289
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorChih-Chung Chung
    contributor authorChih-Ping Lin
    contributor authorKai Wang
    contributor authorChih-Sheng Lin
    contributor authorYin Jeh Ngui
    date accessioned2017-05-08T22:23:13Z
    date available2017-05-08T22:23:13Z
    date copyrightJanuary 2016
    date issued2016
    identifier other43882580.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79289
    description abstractTime domain reflectometry (TDR) has become an effective nondestructive testing method for soil-nailing inspection. Previous studies utilized a preinstalled, single-core, electric wire alongside the rebar within the soil nail. Measurements may be affected by possible grout defects and excessively overestimate the rebar length if the wire is coiled around the rebar. An improved TDR waveguide and a corresponding decoupled data reduction method (for both soil-nail length determination and grout condition inspection) are proposed herein. The feasibility and advantages of the new approach were experimentally verified with two types of TDR device. The proposed methodology makes it possible to use a portable, low-cost, and low-speed TDR device as a quick and economical tool for quality control of soil nailing.
    publisherAmerican Society of Civil Engineers
    titleImproved TDR Method for Quality Control of Soil-Nailing Works
    typeJournal Paper
    journal volume142
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001372
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian