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    Full-Scale Field Load Testing of Storm-Water Storage Chamber Structures 

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 004
    Author(s): Teruhisa Masada
    Publisher: American Society of Civil Engineers
    Abstract: One of the latest solutions available for storm-water storage purposes is the underground chamber structure. Recently, a research team at Ohio University conducted a series of field load tests on the underground chambers. ...
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    Deflection Formulas for Buried Chamber Structures 

    Source: Journal of Pipeline Systems Engineering and Practice:;2017:;Volume ( 008 ):;issue: 003
    Author(s): Teruhisa Masada
    Publisher: American Society of Civil Engineers
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    Modified Iowa Formula for Vertical Deflection of Buried Flexible Pipe 

    Source: Journal of Transportation Engineering, Part A: Systems:;2000:;Volume ( 126 ):;issue: 005
    Author(s): Teruhisa Masada
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the classical work of Spangler is revisited to derive a modified Iowa formula for estimating vertical deflection of flexible pipe. During the derivation process, the approach suggested by Spangler is faithfully ...
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    Computer Analysis of Buried Stormwater Chamber Structures 

    Source: Journal of Pipeline Systems Engineering and Practice:;2015:;Volume ( 006 ):;issue: 002
    Author(s): Teruhisa Masada; Junqing Zhu
    Publisher: American Society of Civil Engineers
    Abstract: In the last two decades, stormwater chamber products have become popular in the United States and other countries for managing stormwater. These products are typically arch-shaped and light-weight for efficient transportation, ...
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    Thermoplastic Pipe Deep Burial Study in Ohio: Further Analysis of Field Performance Data 

    Source: Journal of Pipeline Systems Engineering and Practice:;2011:;Volume ( 002 ):;issue: 004
    Author(s): Teruhisa Masada; Shad Sargand
    Publisher: American Society of Civil Engineers
    Abstract: In 2002, the Ohio Research Institute for Transportation and the Environment completed one of the most comprehensive field studies ever undertaken on thermoplastic pipes, involving 18 instrumented test pipes in a variety ...
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    Modulus of Soil Reaction Values Measured in Ohio Thermoplastic Pipe Deep Burial Project 

    Source: Journal of Pipeline Systems Engineering and Practice:;2015:;Volume ( 006 ):;issue: 001
    Author(s): Shad M. Sargand; Teruhisa Masada
    Publisher: American Society of Civil Engineers
    Abstract: The researchers at Ohio University examined various aspects of the buried plastic pipe-soil interaction problem through their thermoplastic pipe deep burial project. This paper addresses one issue that they have not studied ...
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    Discussion of “Full-Scale Field Tests on Flexible Pipes under Live Load Application” by Madasamy Arockiasamy, Omar Chaallal, and Terdkiat Limpeteeprakarn 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 005
    Author(s): Teruhisa Masada; Shad M. Sargand
    Publisher: American Society of Civil Engineers
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    Peaking Deflections of Flexible Pipe during Initial Backfilling Process 

    Source: Journal of Transportation Engineering, Part A: Systems:;2007:;Volume ( 133 ):;issue: 002
    Author(s): Teruhisa Masada; Shad M. Sargand
    Publisher: American Society of Civil Engineers
    Abstract: Most thermoplastic pipes exhibit peaking behavior during the initial backfilling process. It is shown with the actual field data that the peaking deflections can be beneficial for minimizing the long-term deflections of ...
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    Measured Field Performance and Computer Analysis of Large-Diameter Multiplate Steel Pipe Culvert Installed in Ohio 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 006
    Author(s): Shad Sargand; Teruhisa Masada; Andrew Moreland
    Publisher: American Society of Civil Engineers
    Abstract: Between 2001 and 2002, a
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    Spread Footing Foundation for Highway Bridge Applications 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): Shad M. Sargand; Teruhisa Masada; Richard Engle
    Publisher: American Society of Civil Engineers
    Abstract: Shallow spread footings on soil are becoming an attractive choice for supporting highway bridge structures. However, to encourage their utilization, well-documented, comprehensive case histories must be established and ...
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