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    Discussion of “<i>Criteria for Settlement of Tanks</i>” by W. Allen Marr, Jose A. Ramos, and T. William Lambe (August, 1982) 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author(s): Timothy B. D'Orazio; James M. Duncan
    Publisher: American Society of Civil Engineers
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    Estimating Failure Probabilities for California Levees 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author(s): James M. Duncan; William N. Houston
    Publisher: American Society of Civil Engineers
    Abstract: The probability of failure of California Delta levees was estimated using simple statistical procedures, based heavily on empirical data. Forty‐four islands were included in the study, and it was found that the probability ...
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    Compaction‐Induced Earth Pressures Under K0‐Conditions 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 001
    Author(s): James M. Duncan; Raymond B. Seed
    Publisher: American Society of Civil Engineers
    Abstract: Analytical models and procedures are presented for the evaluation of peak and residual compaction‐induced lateral earth pressures either in the free field or adjacent to vertical, nondeflecting soil‐structure interfaces. ...
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    FE Analyses: Compaction‐Induced Stresses and Deformations 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 001
    Author(s): Raymond B. Seed; James M. Duncan
    Publisher: American Society of Civil Engineers
    Abstract: Analytical models and a finite element analysis methodology are presented for evaluation of compaction‐induced soil stresses and resulting soilstructure interaction effects. These analytical methods model the incremental ...
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    Differential Settlements in Steel Tanks 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): Timothy B. D'Orazio; James M. Duncan
    Publisher: American Society of Civil Engineers
    Abstract: Case histories of tank settlement and damage are examined to determine which factors control the magnitude of differential settlements of tanks. The available data are used to assess the accuracy of conventional settlement ...
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    Stress‐Deformation Characteristics of Alaskan Silt 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Lorraine N. Fleming; James M. Duncan
    Publisher: American Society of Civil Engineers
    Abstract: An extensive series of undrained triaxial tests were performed on reconstituted samples of Alaskan silts in both the normally consolidated and over‐consolidated state. The results of the investigation show that the pore ...
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    Stability of Steel Oil Storage Tanks 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 009
    Author(s): James M. Duncan; Timothy B. D'Orazio
    Publisher: American Society of Civil Engineers
    Abstract: Oil storage tanks built on weak and compressible foundations have suffered catastrophic failures due to foundation instability. These experiences are reviewed and used to establish simple procedures for evaluating factors ...
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    Closure to “<i>Compaction‐Induced Earth Pressures Under Ko‐Conditions</i>” by J. M. Duncan and R. B. Seed (January, 1986, Vol. 112, No. 1) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): James M. Duncan; Raymond B. Seed
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Differential Settlements in Steel Tanks</i>” by Timothy B. D'Orazio and James M. Duncan (September, 1987, Vol. 113, No. 9) 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author(s): Timothy B. D'Orazio; James M. Duncan
    Publisher: American Society of Civil Engineers
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    Closure to “<i>E' and Its Variation with Depth</i>” by James D. Hartley and James M. Duncan (September, 1987, Vol. 113, No. 5) 

    Source: Journal of Transportation Engineering, Part A: Systems:;1989:;Volume ( 115 ):;issue: 004
    Author(s): James D. Hartley; James M. Duncan
    Publisher: American Society of Civil Engineers
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