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    Journal of Geotechnical and Geoenvironmental Engineering

    EISSN: 1943-5606
    ISSN: 1090-0241
    Priority: 12
    Publisher: American Society of Civil Engineers
    Description: The Journal of Geotechnical and Geoenvironmental Engineering covers the broad area of practice known as geotechnical engineering. Papers are welcomed on topics such as foundations, retaining structures, soil dynamics, engineering behavior of soil and More ...

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    Discussion of “SPT Hammer Energy Ratio versus Drop Height” by T. Leslie Youd, Hannah W. Bartholomew, and Jamison H. Steidl 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Fernando Schnaid; Edgar Odebrecht; Bianca O. Lobo; Marcelo M. Rocha
    Publisher: American Society of Civil Engineers
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    Discussion of “ p-y Criterion for Rock Mass” by Robert Liang, Ke Yang, and Jamal Nusairat 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Y. J. Park; M. A. Gabr; R. H. Borden
    Publisher: American Society of Civil Engineers
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    Geomechanical Characterization of the Volcaniclastic Material Involved in the 2002 Landslides at Stromboli 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author(s): Tatiana Rotonda; Paolo Tommasi; Daniela Boldini
    Publisher: American Society of Civil Engineers
    Abstract: During the 2002 eruption, the NW flank of Stromboli volcano (Southern Italy) experienced large landslides that produced tsunami waves with a maximum runup of 10 m in height. This paper focuses on the geomechanical behavior ...
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    Consolidation of a Geosynthetic Clay Liner under Isotropic States of Stress 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Jong-Beom Kang; Charles D. Shackelford
    Publisher: American Society of Civil Engineers
    Abstract: The consolidation behavior of a geosynthetic clay liner (GCL) was evaluated by consolidating duplicate specimens of the GCL in a flexible-wall cell to a final effective stress,
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    Effects of Near-Fault Ground Shaking on Sliding Systems 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): G. Gazetas; E. Garini; I. Anastasopoulos; T. Georgarakos
    Publisher: American Society of Civil Engineers
    Abstract: A numerical study is presented for a rigid block supported through a frictional contact surface on a horizontal or an inclined plane, and subjected to horizontal or slope-parallel excitation. The latter is described with ...
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    Mechanics of Drag Embedment Anchors in a Soft Seabed 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): C. P. Aubeny; C. Chi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analysis of the load capacity and trajectory of a drag embedment anchor in a soft seabed. Anchor capacity relationships are developed for an idealized anchor comprising a rectangular fluke and a ...
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    Interplay between Field Measurements and Soil Behavior for Capturing Supported Excavation Response 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Abdolreza Osouli; Youssef M. A. Hashash; Hwayeon Song
    Publisher: American Society of Civil Engineers
    Abstract: Instruments are installed during the construction of urban excavations to monitor ground response at discrete locations to various construction activities, to verify design assumptions and to effectively apply the observational ...
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    Effect of Secondary Impacts on SPT Rod Energy and Sampler Penetration 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): Changho Lee; Jong-Sub Lee; Shinwhan An; Woojin Lee
    Publisher: American Society of Civil Engineers
    Abstract: This paper explores the standard penetration test (SPT) hammer-anvil behavior and investigates the effect of secondary impact on SPT energy and sampler penetration. It is observed that the hammer-anvil behavior after the ...
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    Discussion of “Stability of I-Walls in New Orleans during Hurricane Katrina” by J. Michael Duncan, Thomas L. Brandon, Stephen G. Wright, and Noah Vroman 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Robert Bea; Diego Cobos-Roa
    Publisher: American Society of Civil Engineers
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    Assessment of the Axial Load Response of an H Pile Driven in Multilayered Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Hoyoung Seo; Irem Zeynep Yildirim; Monica Prezzi
    Publisher: American Society of Civil Engineers
    Abstract: Most of the current design methods for driven piles were developed for closed-ended pipe piles driven in either pure clay or clean sand. These methods are sometimes used for H piles as well, even though the axial load ...
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