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    Three‐Dimensional Dynamic Response of Twin Cavities due to Traveling Loads 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 003
    Author(s): F. Guan; I. D. Moore
    Publisher: American Society of Civil Engineers
    Abstract: An analytical procedure is proposed to determine the three‐dimensional response of a multiple‐cylindrical‐cavity system deeply buried in a viscoelastic medium subjected to moving or seismic loading. The tunnels are treated ...
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    Analysis for Long-Term Response of Pipes Installed Using Horizontal Directional Drilling 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): A. G. Chehab; I. D. Moore
    Publisher: American Society of Civil Engineers
    Abstract: Estimation of the pulling forces during installation is an important step in the successful design of a horizontal directional drilling project. Moreover, estimation of the postinstallation loads is important for the ...
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    Axial Stress-Strain Response of HDPE from Whole Pipes and Coupons 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 010
    Author(s): J. A. Cholewa; R. W. I. Brachman; I. D. Moore
    Publisher: American Society of Civil Engineers
    Abstract: High-density polyethylene (HDPE) pipes are subjected to tensile stresses and strains in the axial direction during and after a pulled-in-place installation by horizontal directional drilling or pipe bursting. During these ...
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    Effectiveness of Viscoelastic Models for Prediction of Tensile Axial Strains during Cyclic Loading of High-Density Polyethylene Pipe 

    Source: Journal of Pipeline Systems Engineering and Practice:;2010:;Volume ( 001 ):;issue: 002
    Author(s): J. A. Cholewa; R. W. I. Brachman; I. D. Moore
    Publisher: American Society of Civil Engineers
    Abstract: High-density polyethylene (HDPE) pipelines are commonly installed using horizontal directional drilling (HDD), a trenchless construction technique used to replace or expand underground pipelines which generates cyclic axial ...
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    Design and Implementation of Repairs to Corrugated Steel Plate Culverts 

    Source: Journal of Performance of Constructed Facilities:;1995:;Volume ( 009 ):;issue: 002
    Author(s): R. G. Moore; P. R. Bedell; I. D. Moore
    Publisher: American Society of Civil Engineers
    Abstract: The successful rehabilitation of three corrugated steel plate culverts consisting of 11.28-m-span horizontal ellipses is described. When constructed in 1970, the culverts were the longest-span horizontal ellipse culverts ...
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    Investigation and Assessment of Long-Span Corrugated Steel Plate Culverts 

    Source: Journal of Performance of Constructed Facilities:;1995:;Volume ( 009 ):;issue: 002
    Author(s): R. G. Moore; P. R. Bedell; I. D. Moore
    Publisher: American Society of Civil Engineers
    Abstract: A scheme for reviewing the condition of long-span corrugated metal culverts is outlined. The scheme assesses the significance of observed pipe deformations. The scheme has been used successfully in Elgin County, Ontario, ...
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    Ground Displacements from a Pipe-Bursting Experiment in Well-Graded Sand and Gravel 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): J. A. Cholewa; R. W. I. Brachman; I. D. Moore; W. A. Take
    Publisher: American Society of Civil Engineers
    Abstract: Pipe bursting is a construction technique that involves the replacement of an existing buried pipe with potentially much less surface disturbance than traditional cut and cover construction. However, excessive ground ...
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    Testing and Analysis of a Deep-Corrugated Large-Span Box Culvert prior to Burial 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author(s): R. W. I. Brachman; T. M. Elshimi; A. C. Mak; I. D. Moore
    Publisher: American Society of Civil Engineers
    Abstract: Deep-corrugated steel culverts (corrugation wavelength of 400 mm and amplitude of 150 mm) can be effective alternatives to short-span bridges. Because the corrugation dimensions are of a similar size to their minimum burial ...
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