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    Det Norske Veritas Rule Philosophy With Regard to Gas Turbines for Marine Propulsion 

    Source: Journal of Engineering for Gas Turbines and Power:;1999:;volume( 121 ):;issue: 002:;page 320
    Author(s): P. Martin
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Closure to “<i>Moment Distribution Factors for Pipe Encasements</i>” by George P. Martin (July, 1981) 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): George P. Martin
    Publisher: American Society of Civil Engineers
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    The Moiré Method for Measuring Large Plane Deformations: General Theory and Application to Homogeneous Deformation 

    Source: Journal of Applied Mechanics:;1969:;volume( 036 ):;issue: 003:;page 385
    Author(s): L. P. Martin; F. D. Ju
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Moiré fringe equations are developed for directly determining the components of Green’s and Conchy’s deformation tensors from fringe pitch and angle measurements. The equations are derived using ...
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    Use of Layered Geotextiles to Provide a Substrate for Biomass Development in Treatment of Septic Tank Effluent Prior to Ground Infiltration 

    Source: Journal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 012
    Author(s): Cevat Yaman; Joseph P. Martin; Eyup Korkut
    Publisher: American Society of Civil Engineers
    Abstract: The use of layered geotextile filters for biological treatment of septic tank effluent prior to ground infiltration was investigated. The goal was to provide secondary treatment and prevent soil clogging by fostering biomass ...
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    Discussion of “Interacting Divided Channel Method for Compound Channel Flow” by Fredrik Huthoff, Pieter C. Roos, Denie C. M. Augustijn, and Suzanne J. M. H. Hulscher 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): P. J. Moreta; J. P. Martín-Vide
    Publisher: American Society of Civil Engineers
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    Disturbance Caused by Bed Sills on the Slopes of Steep Streams 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): J. P. Martín-Vide; A. Andreatta
    Publisher: American Society of Civil Engineers
    Abstract: Live-bed tests on steep bed slopes are run in a laboratory flume to investigate the slope of equilibrium. The tests simulate a general degradation until a new equilibrium is reached. Subsequently, different bed sill settings ...
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    Subaqueous Barchans and Plane Beds from Deposition of Quartz Silt 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 012
    Author(s): S. Capape; J. P. Martín-Vide; F. Colombo
    Publisher: American Society of Civil Engineers
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    Civil Engineering Faculty Incorporation of Sustainability in Courses and Relation to Sustainability Beliefs 

    Source: Journal of Professional Issues in Engineering Education and Practice:;2015:;Volume ( 141 ):;issue: 002
    Author(s): Shane Brown; Floraliza Bornasal; Sarah Brooks; Julie P. Martin
    Publisher: American Society of Civil Engineers
    Abstract: Professional practice within civil and environmental engineering demands that practitioners within the field have knowledge of sustainability. Engineering education has attempted to reflect this standard, as noted in ...
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    Wastewater Treatment with Biomass Attached to Porous Geotextile Baffles 

    Source: Journal of Environmental Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): Eyüp Nafiz Korkut; Joseph P. Martin; Cevat Yaman
    Publisher: American Society of Civil Engineers
    Abstract: A bench-scale study used nonwoven geotextiles as a compact biomass host media to treat wastewater from a combined sewer system. The geotextile coupons were used as baffles and suspended in an aerated reactor. Each baffle ...
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    Variable Bulk Modulus Constitutive Model for Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Bashar S. Qubain; Victor N. Kaliakin; Joseph P. Martin
    Publisher: American Society of Civil Engineers
    Abstract: A quasi-linear elastic constitutive model is proposed to describe the behavior of sand well below failure. It is based on isotropic compression tests and captures the increase in stiffness due to confinement—a unique ...
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