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    Discussion of “<i>Field Tests of Long‐Span Aluminum Culvert</i>” by David B. Beal (June, 1982) 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): G. A. Leonards; C. H. Juang
    Publisher: American Society of Civil Engineers
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    Unified Pavement Distress Index for Managing Flexible Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;1992:;Volume ( 118 ):;issue: 005
    Author(s): C. H. Juang; S. N. Amirkhanian
    Publisher: American Society of Civil Engineers
    Abstract: One of the innovative approaches for maintaining and rehabilitating the nation's highways is to develop and implement some form of pavement management system (PMS). This paper documents results of a survey on PMS use in ...
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    Determination of Drained Friction Angle of Sands from CPT 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): J. W. Chen; C. H. Juang
    Publisher: American Society of Civil Engineers
    Abstract: Existing methods commonly used for determining drained angles of the internal friction of sands using cone penetration test (CPT) data are examined and interpreted in this paper, with emphasis on the influence of the ...
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    Model for Capacity of Single Piles in Sand Using Fuzzy Sets 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 012
    Author(s): C. H. Juang; J. L. Wey; D. J. Elton
    Publisher: American Society of Civil Engineers
    Abstract: Prediction of load‐carrying capacity of piles in cohesionless soils has been and is still one of the most challenging problems facing geotechnical engineers. The problem is complex and difficult due to the lack of understanding ...
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    Mapping Slope Failure Potential Using Fuzzy Sets 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): C. H. Juang; D. H. Lee; C. Sheu
    Publisher: American Society of Civil Engineers
    Abstract: This paper documents a low‐cost, qualitative evaluation scheme using a fuzzy set analysis for mapping slope failure potential (SFP). Four categories of factors affecting stability of natural slopes, i.e., geology, topography, ...
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    Closure to “<i>Model for Capacity of Single Piles in Sand Using Fuzzy Sets</i>” by C. H. Juang, J. L. Wey, and D. J. Elton (December, 1991, Vol. 117, No. 12) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): C. H. Juang; J. L. Wey; D. J. Elton
    Publisher: American Society of Civil Engineers
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    Equivalent Single-Axle Load Factor for Rigid Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Ping-Sien Lin; Yuan-Ting Wu; Tien-Kuen Huang; C. H. Juang
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes results of a full-scale load test program that was carried out on one section of rigid pavements of a newly constructed freeway in Taiwan. The pavement tested was instrumented with strain gauges and ...
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    Back-Calculation of Concrete Pavement Modulus Using Road-Rater Data 

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 002
    Author(s): Ping-Sien Lin; Yuan-Ting Wu; C. H. Juang; Tien-Kuen Huang
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the back-calculation of elastic modulus of jointed concrete pavement. A series of road-rater tests are carried out on a jointed, Portland cement concrete (PCC) pavement of a partially completed freeway ...
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    Determining Relative Density of Sands from CPT Using Fuzzy Sets 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 001
    Author(s): C. H. Juang; X. H. Huang; R. D. Holtz; J. W. Chen
    Publisher: American Society of Civil Engineers
    Abstract: Significant discrepancy exists among the available correlations that are commonly used for determining relative density using cone penetration test (CPT) data. These correlations recognize the difference in sand compressibility ...
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