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    Joint Spalling in Newly Constructed Concrete Pavements 

    Source: Journal of Performance of Constructed Facilities:;1998:;Volume ( 012 ):;issue: 003
    Author(s): Raymond S. Rollings
    Publisher: American Society of Civil Engineers
    Abstract: Spalling has been observed repeatedly at joints in newly constructed airfield pavements. Investigations of specific occurrences found a variety of causes for these problems, but they could all be categorized as being caused ...
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    Curling Failures of Steel‐Fiber‐Reinforced Concrete Slabs 

    Source: Journal of Performance of Constructed Facilities:;1993:;Volume ( 007 ):;issue: 001
    Author(s): Raymond S. Rollings
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an investigation of curling problems in steel‐fiber‐reinforced‐concrete airport pavements. All the pavements were relatively thin with large plan dimensions. Analysis showed that only small amounts of ...
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    Retail-Grocery–Floor Failure 

    Source: Journal of Performance of Constructed Facilities:;1995:;Volume ( 009 ):;issue: 002
    Author(s): Raymond S. Rollings
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a failure of linoleum-tile floor covering placed on a concrete slab in a retail grocery facility. Moisture caused the failure, but different parties involved in the project postulated different sources ...
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    Discussion of “<i>Failure of Concrete Pavements in Test Tracks</i>” 

    Source: Journal of Transportation Engineering, Part A: Systems:;1991:;Volume ( 117 ):;issue: 006
    Author(s): Raymond S. Rollings
    Publisher: American Society of Civil Engineers
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    Discussion of “One Perception of Engineering Academia” by James C. Porter (July, 1991, Vol. 117, No. 3) 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1993:;Volume ( 119 ):;issue: 001
    Author(s): Raymond S. Rollings; Marian P. Rollings
    Publisher: American Society of Civil Engineers
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    Geology: Engineer Ignore It at Your Peril 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): Marian P. Rollings; Raymond S. Rollings
    Publisher: American Society of Civil Engineers
    Abstract: Geology and related earth processes are an inherent part of civil engineering design and construction. This paper examines eight specific examples to illustrate how geologic factors can dominate project behavior. The ...
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    Discussion and Closure: Retail-Grocery–Floor Failure 

    Source: Journal of Performance of Constructed Facilities:;1996:;Volume ( 010 ):;issue: 003
    Author(s): Robert W. Day; Raymond S. Rollings
    Publisher: American Society of Civil Engineers
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    Pavement Failures: Oversights, Omissions and Wishful Thinking 

    Source: Journal of Performance of Constructed Facilities:;1991:;Volume ( 005 ):;issue: 004
    Author(s): Raymond S. Rollings; Marian Poindexter Rollings
    Publisher: American Society of Civil Engineers
    Abstract: Pavement failure is a common and recurring problem. The results of such failures are not catastrophic like the collapse of a building or a failure of a dam, but they represent a serious financial loss and are a nuisance ...
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    Field Instrumentation and Performance Monitoring of Rigid Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Raymond S. Rollings; David W. Pittman
    Publisher: American Society of Civil Engineers
    Abstract: This paper reviews some of the past instrumentation and performance measuring used by the U.S. Army Corps of Engineers to develop its rigid‐pavement design procedures, and it will consider two areas where future studies ...
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    Morphological Study of Coarse Aggregates Using Image Analysis 

    Source: Journal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 003
    Author(s): Chun-Yi Kuo; Raymond S. Rollings; Larry N. Lynch
    Publisher: American Society of Civil Engineers
    Abstract: A newly developed digital image-analysis method was used to characterize the morphological characteristics of coarse aggregates. Regression analyses found that the imaging morphological characteristics of coarse aggregates ...
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