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    A p–y Model for Large Diameter Monopiles in Sands Subjected to Lateral Loading under Static and Long-Term Cyclic Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020164
    Author(s): W. Fuentes; M. Gil; G. Rivillas
    Publisher: ASCE
    Abstract: The design of large diameter monopiles subjected to cyclic lateral loading is of interest in many applications, such as, for example, in the offshore wind energy industry. Engineering design methods to estimate the deflection ...
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    Procedures for Determining Maximum Emitter Discharge in Subsurface Drip Irrigation 

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 005
    Author(s): M. Gil; L. Rodríguez-Sinobas; R. Sánchez; L. Juana
    Publisher: American Society of Civil Engineers
    Abstract: One problem associated with subsurface drip irrigation (SDI) is the reduction in discharge resulting from soil-water back-pressure at the emitter outlets. An experimental setup was made to measure emitter discharge and ...
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    Eccentricity-Based Optimization Procedure for Strength Design of RC Sections under Compression and In-Plane Bending Moment 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): D. López-Martín; J. F. Carbonell-Márquez; L. M. Gil-Martín; E. Hernández-Montes
    Publisher: American Society of Civil Engineers
    Abstract: The strength design of reinforced concrete (RC) rectangular sections for combined compression and in-plane bending with two levels of reinforcement is indeterminate: three unknowns are to be solved, but with only two ...
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    Discussion of “Inelastic Buckling of Reinforcing Bars” by Sungjin Bae, Alexa M. Mieses, and Oguzhan Bayrak 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): L. M. Gil-Martín; E. Hernández-Montes; M. Aschheim; S. J. Pantazopoulou
    Publisher: American Society of Civil Engineers
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