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    Blast and Construction Vibration Monitoring and Control: Thirty-Five-Year Perspective 

    Source: Practice Periodical on Structural Design and Construction:;2006:;Volume ( 011 ):;issue: 001
    Author(s): C. H. Dowding
    Publisher: American Society of Civil Engineers
    Abstract: Developing trends in important aspects of blast and construction vibration monitoring and control are identified through consideration of research and consulting experiences during the last
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    Closure to “<i>Fracturing of Rock with Expansive Cement</i>” by Charles H. Dowding and Joseph F. Labuz (October, 1982) 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 009
    Author(s): C. H. Dowding; J. F. Labuz
    Publisher: American Society of Civil Engineers
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    Dynamic Computational Analysis of Openings in Jointed Rock 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author(s): C. H. Dowding; T. B. Belytschko; H. J. Yen
    Publisher: American Society of Civil Engineers
    Abstract: Procedures for the transient analysis of openings in jointed rock are developed and applied to several problems. The rock masses are modeled by rigid blocks with edge‐to‐edge interaction at joints and are coupled to sur ...
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    Pipeline Response to Pile Driving and Adjacent Excavation 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): P. W. Linehan; A. Longinow; C. H. Dowding
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the response and performance of a pressurized 300‐psi natural gas pipeline that was immediately adjacent to construction work for pile foundations of a bridge. The sheet pile cofferdam walls for the ...
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    Measurement and Description of Tensile Fracture in Granite 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 009
    Author(s): J. F. Labuz; S. P. Shah; C. H. Dowding
    Publisher: American Society of Civil Engineers
    Abstract: A study of the process zone in Charcoal and Rockville granites, average grain sizes of 1 and 10 mm, is conducted using the double‐cantilever‐beam and double‐edge‐notched geometries. The fracture process for mode I (tensile) ...
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