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    Pile Behavior Established from Model Tests 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Robert E. Abendroth; Lowell F. Greimann
    Publisher: American Society of Civil Engineers
    Abstract: Eleven one‐tenth scale tubular steel pile tests are conducted to establish the behavior of pinned‐head friction piles in loose sand, fixed‐head friction piles in both loose and compacted sand, and a fixed‐head bearing pile ...
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    Ultrasonic Approach for Nondestructive Testing of Civil Infrastructure 

    Source: Journal of Performance of Constructed Facilities:;1997:;Volume ( 011 ):;issue: 003
    Author(s): Kevin L. Rens; Lowell F. Greimann
    Publisher: American Society of Civil Engineers
    Abstract: Inspection and rating of public infrastructure has become a focus of many recent studies because of well-documented deterioration and failure case studies. A new indirect inspection technique using ultrasonic spread-spectrum ...
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    Propagation of Certainty Levels 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 009
    Author(s): Lowell F. Greimann; William J. Knapp; Jimmy Y. Yeung
    Publisher: American Society of Civil Engineers
    Abstract: Uncertainty in basic structural parameters is characterized by objective and subjective information. A method was developed to quantify this uncertainty and propagate its effect through a structural reliability analysis. ...
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    Nonlinear Analysis of Integral Abutment Bridges 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 010
    Author(s): Lowell F. Greimann; Pe‐Shen Yang; Amde M. Wolde‐Tinsae
    Publisher: American Society of Civil Engineers
    Abstract: A state‐of‐the‐art, three‐dimensional, nonlinear finite element algorithm is developed and used to study piling stresses and pile‐soil interaction in integral abutment bridges. The finite element idealization consists of ...
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    Use of Longitudinal Expansion Joints in Wide-Bridge Applications to Reduce Deck Cracking 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 010
    Author(s): Zhengyu Liu; Brent M. Phares; Lowell F. Greimann
    Publisher: American Society of Civil Engineers
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    Effects of Lightning on Concrete 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Milton Lanser; Amde M. Wolde‐Tinsae; Lowell F. Greimann
    Publisher: American Society of Civil Engineers
    Abstract: Possible lightning damage to a concrete farm silo in northeast Iowa prompted a research study of the damaging effects of lightning strokes on concrete. Lightning damage to concrete was studied by reviewing other writings ...
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    Abutment Pile Design for Jointless Bridges 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 011
    Author(s): Robert E. Abendroth; Lowell F. Greimann; Patrick B. Ebner
    Publisher: American Society of Civil Engineers
    Abstract: Abutment piles for a jointless bridge are subjected to lateral displacement as the bridge superstructure expands and contracts. The piles must be designed to satisfy the strength criteria of a structural member and the ...
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    Inspection and Rating of Steel Sheet Pile 

    Source: Journal of Performance of Constructed Facilities:;1990:;Volume ( 004 ):;issue: 003
    Author(s): Lowell F. Greimann; James H. Stecker; Anthony M. Kao
    Publisher: American Society of Civil Engineers
    Abstract: For much of its early history, the U.S. Army Corps of Engineers concentrated on the design and construction of new facilities, but now the mission of the corps is shifting from construction to the maintenance of existing ...
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    Effects of Predrilling and Layered Soils on Piles 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): Pe‐Shen Yang; Amde M. Wolde‐Tinsae; Lowell F. Greimann
    Publisher: American Society of Civil Engineers
    Abstract: A state‐of‐the‐art nonlinear finite element algorithm for pile‐soil interaction has been developed and implemented in a modular computer program to study the effects of predrilled oversize holes and layered soils on the ...
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    Inspection and Rating of Miter Lock Gates 

    Source: Journal of Performance of Constructed Facilities:;1991:;Volume ( 005 ):;issue: 004
    Author(s): Lowell F. Greimann; James H. Stecker; Anthony M. Kao; Kevin L. Rens
    Publisher: American Society of Civil Engineers
    Abstract: The U.S. Army Corps of Engineers establishes the Repair, Evaluation, Maintenance, and Rehabilitation (REMR) program to focus more attention on deterioration rates of civil works structures. An Iowa State University (ISU) ...
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