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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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