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    Behavior of a Semiintegral Bridge Abutment under Static and Temperature-Induced Cyclic Loading 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 002
    Author(s): S. Arsoy; J. M. Duncan; R. M. Barker
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental study of semiintegral bridge abutments. Primary interests were to investigate (1) potential problems with the particular detail tested; (2) rotational characteristics of ...
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    Estimation Earth Pressures due to Compaction 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 012
    Author(s): J. M. Duncan; G. W. Williams; A. L. Sehn; R. B. Seed
    Publisher: American Society of Civil Engineers
    Abstract: When soil is compacted in layers by rollers, vibrating plates, or rammers, the horizontal earth pressures within the compacted soil mass are increased. Charts are presented that can be used to estimate compaction‐induced ...
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    Closure to “<i>Estimation Earth Pressures due to Compaction</i>” by J. M. Duncan, G. W. Williams, A. L. Sehn, and R. B. Seed (December, 1991, Vol. 117, No. 12) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 007
    Author(s): J. M. Duncan; G. W. Williams; A. L. Sehn; R. B. Seed
    Publisher: American Society of Civil Engineers
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    Factor of Safety and Reliability in Geotechnical Engineering 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 008
    Author(s): Claudio Cherubini; John T. Christian; Gregory B. Baecher; Roger A. Failmezger; John A. Focht Jr.; John A. Focht III; Demetrious C. Koutsoftas; Charles C. Ladd; Gregory Da Re; K. S. Li; Joley Lam; Yoshi Moriwaki; John A. Barneich; John H. Schmertmann; J. M. Duncan
    Publisher: American Society of Civil Engineers
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