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    Embankment Design Method Combining Limit-State Approach with Stress-Path Application 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 004
    Author(s): Cihan Öser; S. Feyza Cinicioglu
    Publisher: American Society of Civil Engineers
    Abstract: A rational design method for embankments on soft soils that takes care of both bearing capacity and stability mechanisms is proposed in this paper. Two types of embankment-construction techniques are used on soft soils: a ...
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    Free-Field Measurements to Disclose Lateral Reaction Mechanism of Piles Subjected to Soil Movements 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author(s): M. Kubilay Kelesoglu; S. Feyza Cinicioglu
    Publisher: American Society of Civil Engineers
    Abstract: Soil-pile interaction remains to be the most ambiguous yet one of the most crucial aspects in the design of laterally loaded soil-pile systems subjected to embankment-induced movements. This paper proposes a new method ...
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    Discussion of “Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey” by Jonathan D. Bray, Rodolfo B. Sancio, Turan Durgunoglu, Akin Onalp, T. Leslie Youd, Jonathan P. Stewart, Raymond B. Seed, Onder K. Cetin, Ertan Bol, M. B. Baturay, C. Christensen, and T. Karadayilar 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): S. Feyza Cinicioglu; Ilknur Bozbey; Sadik Oztoprak
    Publisher: American Society of Civil Engineers
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