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    Radar Testing of a Masonry Composite Structure with Sand and Water Backfill

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 004
    Author:
    C. Colla
    ,
    D. M. McCann
    ,
    M. C. Forde
    DOI: 10.1061/(ASCE)1084-0702(2001)6:4(262)
    Publisher: American Society of Civil Engineers
    Abstract: As part of an ongoing program into the noninvasive geometrical characterization of masonry arch bridges, a laboratory study of radar propagation through masonry has been undertaken. A 2.4 m long × 1 m wide × 1.5 m high experimental test rig was built in the laboratory with brick walls on three sides and a wooden gate on the fourth narrow side. The objective was to construct a composite test rig that would replicate certain of the environments that ground-penetrating radar might encounter when being used to test a masonry arch bridge. Tests were undertaken using 500, 900, and 1,000 MHz bow-tie antennas with the masonry box filled with fresh water and then saline water with different concentrations of sodium chloride. Further tests were undertaken with the masonry box filled with dry sand and wet sand. Finally the test rig was modified to simulate a composite masonry structure and tests were performed both on the hollow- and sand-filled models. The results from this work are reported herein indicating the reliability and ease of identifying various targets. It was found that radar signals were severely attenuated when the saline concentration exceeded 0.05% by mass. Better penetration of the radar signals was obtained when the masonry box was filled with dry sand rather than wet sand. In the case of the hollow cellular masonry structure, refraction effects were more evident.
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      Radar Testing of a Masonry Composite Structure with Sand and Water Backfill

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    https://yetl.yabesh.ir/yetl1/handle/yetl/50552
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    • Journal of Bridge Engineering

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    contributor authorC. Colla
    contributor authorD. M. McCann
    contributor authorM. C. Forde
    date accessioned2017-05-08T21:24:54Z
    date available2017-05-08T21:24:54Z
    date copyrightAugust 2001
    date issued2001
    identifier other%28asce%291084-0702%282001%296%3A4%28262%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50552
    description abstractAs part of an ongoing program into the noninvasive geometrical characterization of masonry arch bridges, a laboratory study of radar propagation through masonry has been undertaken. A 2.4 m long × 1 m wide × 1.5 m high experimental test rig was built in the laboratory with brick walls on three sides and a wooden gate on the fourth narrow side. The objective was to construct a composite test rig that would replicate certain of the environments that ground-penetrating radar might encounter when being used to test a masonry arch bridge. Tests were undertaken using 500, 900, and 1,000 MHz bow-tie antennas with the masonry box filled with fresh water and then saline water with different concentrations of sodium chloride. Further tests were undertaken with the masonry box filled with dry sand and wet sand. Finally the test rig was modified to simulate a composite masonry structure and tests were performed both on the hollow- and sand-filled models. The results from this work are reported herein indicating the reliability and ease of identifying various targets. It was found that radar signals were severely attenuated when the saline concentration exceeded 0.05% by mass. Better penetration of the radar signals was obtained when the masonry box was filled with dry sand rather than wet sand. In the case of the hollow cellular masonry structure, refraction effects were more evident.
    publisherAmerican Society of Civil Engineers
    titleRadar Testing of a Masonry Composite Structure with Sand and Water Backfill
    typeJournal Paper
    journal volume6
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2001)6:4(262)
    treeJournal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 004
    contenttypeFulltext
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