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    Discussion of “Effects of Strain Localization on Seismic Active Earth Pressures” by Jian-Min Zhang, Fei Song, and De-Ji Li 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author(s): Venanzio R. Greco
    Publisher: American Society of Civil Engineers
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    Discussion of “Active Earth Pressure on Retaining Wall for c-ϕ Soil Backfill under Seismic Loading Condition” by S. K. Shukla, S. K. Gupta, and N. Sivakugan 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 011
    Author(s): Venanzio R. Greco
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Active Earth Pressure on Walls with Base Protection</i>” by Amjad F. Barghouthi (October, 1990, Vol. 116, No. 10) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Venanzio R. Greco
    Publisher: American Society of Civil Engineers
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    Stability of Retaining Walls against Overturning 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author(s): Venanzio R. Greco
    Publisher: American Society of Civil Engineers
    Abstract: The safety factor of wall stability against overturning is defined as the ratio between the sum of resisting moments and the sum of overturning moments. In evaluating these moments, the vertical component of the active ...
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    Active Thrust Due to Backfill Subject to Lines of Surcharge 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): Venanzio R. Greco
    Publisher: American Society of Civil Engineers
    Abstract: The thrust on retaining walls, when a set of lines of surcharge act on the backfill, is often calculated using analytical solutions partially based on the elasticity theory. Coulomb’s method, which is able to give a numerical ...
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    Discussion of “<i>Settlements of Shallow Foundations on cohesionless soils</i>” by Basil P. Papadopoulos (March, 1992, Vol. 118, N003) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author(s): Venanzio R. Greco
    Publisher: American Society of Civil Engineers
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    Efficient Monte Carlo Technique for Locating Critical Slip Surface 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 007
    Author(s): Venanzio R. Greco
    Publisher: American Society of Civil Engineers
    Abstract: The search for the critical slip surface in slope-stability analysis is performed by means of a minimization of the safety factor. The procedures most widely used are deterministic methods of nonlinear programming, and ...
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    Stability of Retaining Walls against Overturning 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 003
    Author(s): Ashraf M. Ghaly; Venanzio R. Greco
    Publisher: American Society of Civil Engineers
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    Robust Design of Tuned Mass Damper Systems for Seismic Protection of Multistory Buildings 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 008
    Author(s): A. Lucchini; R. Greco; G. C. Marano; G. Monti
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a method is proposed for the robust design of tuned mass damper (TMD) systems for seismic protection of multistory buildings. The seismic excitation is a random ground motion acceleration modeled by a ...
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    Topological Placement of Quality Sensors in Water-Distribution Networks without the Recourse to Hydraulic Modeling 

    Source: Journal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 006
    Author(s): C. Giudicianni; M. Herrera; A. Di Nardo; R. Greco; E. Creaco; A. Scala
    Publisher: ASCE
    Abstract: The detection of contaminant intrusion into a water-distribution network (WDN) is a difficult issue due to uncertainty related to the type of injected contaminant, source location, and intrusion time. The placement of water ...
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