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    Geotechnical Investigation Strategies for Lunar Base 

    Source: Journal of Aerospace Engineering:;1992:;Volume ( 005 ):;issue: 002
    Author(s): Dan A. Brown; Glenn Rix
    Publisher: American Society of Civil Engineers
    Abstract: Geotechnical characterization of potential lunar sites will be a critical part of the planning and design process. The strategies used to conduct a geotechnical investigation will be dictated by the specific needs of the ...
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    Cyclic Lateral Loading of a Large‐Scale Pile Group 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): Dan A. Brown; Lymon C. Reese; Michael W. O'Neill
    Publisher: American Society of Civil Engineers
    Abstract: A large‐scale group of nine steel‐pipe piles in a closely‐spaced arrangement was subjected to two‐way, cyclic, lateral loading with water above the ground surface. The test was conducted in stiff, overconsolidated clay at ...
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    Discussion of “<i>Lateral Load Behavior of Pile Group in Sand</i>” by Dan A. Brown, Clark Morrison, and Lymon C. Reese (November, 1988, Vol. 114, No. 11) 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 008
    Author(s): Dan A. Brown; Clark Morrison; Lymon C. Reese
    Publisher: American Society of Civil Engineers
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    Lateral Load Behavior of Pile Group in Sand 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 011
    Author(s): Dan A. Brown; Clark Morrison; Lymon C. Reese
    Publisher: American Society of Civil Engineers
    Abstract: A large‐scale group of steel pipe piles and an isolated single pile were subjected to two‐way cyclic lateral loading. The tests were conducted in a submerged firm to dense sand that was placed and compacted around the ...
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    Closure to “Influence of Sample Disturbance on Estimated Side Resistance of Driven Piles in Cohesive Soils” by Steven R. Saye, Alan J. Lutenegger, Dan A. Brown, and Bryan P. Kumm 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Steven R. Saye; Alan J. Lutenegger; Dan A. Brown; Bryan P. Kumm
    Publisher: American Society of Civil Engineers
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    Influence of Sample Disturbance on Estimated Side Resistance of Driven Piles in Cohesive Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Steven R. Saye; Alan J. Lutenegger; Dan A. Brown; Bryan P. Kumm
    Publisher: American Society of Civil Engineers
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    Self-Consolidating Concrete for Use in Drilled Shaft Applications 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 003
    Author(s): Donald Hodgson III; Anton K. Schindler; Dan A. Brown; Mary Stroup-Gardiner
    Publisher: American Society of Civil Engineers
    Abstract: When conventional concrete is used in congested drilled shafts, coarse aggregates may bridge between reinforcing bars, which may lead to segregation of the concrete between the inside and outside of the reinforcing cage. ...
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    Screening Tool to Assess Adequacy of Bridge Pile Bents during Extreme Flood/Scour Events 

    Source: Practice Periodical on Structural Design and Construction:;2007:;Volume ( 012 ):;issue: 002
    Author(s): George E. Ramey; Dan A. Brown; Mary L. Hughes; Doug Hughes; Joslyn Daniels
    Publisher: American Society of Civil Engineers
    Abstract: A common design/construction procedure for highway bridges in Alabama is the use of steel HP piles driven to a firm stratum with a length above ground up to the level of a concrete bent cap which supports the bridge ...
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