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    Feasibility Study on Use of Drone-Based Infrared Thermography for Soil Moisture Detection in Highway Embankment and Dam Inspections 

    Source: Journal of Infrastructure Systems:;2025:;Volume ( 031 ):;issue: 001:;page 04024033-1
    Author(s): Qiming Chen; Zhongjie Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This research explored the capabilities of drone-based infrared thermography technology for soil moisture detection on embankment/dam soils. FLIR Vue Pro R, a radiometric thermal camera, was evaluated in both laboratory ...
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    Durability of Cement Stabilized Low Plasticity Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): Zhongjie Zhang; Mingjiang Tao
    Publisher: American Society of Civil Engineers
    Abstract: Three testing methods for predicting the durability of cement-stabilized soils—the tube suction (TS), 7-day unconfined compression strength (UCS), and wetting–drying durability tests—were tested and compared for their ...
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    Enhanced Performance of Stabilized By-Product Gypsum 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 006
    Author(s): Mingjiang Tao; Zhongjie Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Blended calcium sulfate (BCS), a by-product gypsum blended with lime or limestone, has been used as a base course material on some of Louisiana’s highways. Although BCS has high strength in dry conditions, its poor water ...
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    Field Testing Sections with Stabilized Blended Calcium Sulfate as Base Courses 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 004
    Author(s): Mingjiang Tao; Zhongjie Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Blended calcium sulfate (BCS), an industrial by-product from hydrofluoric acid, was successfully stabilized with 120 grade, ground, granulated blast furnace slag (GGBFS) in a laboratory. A full-scale field testing section ...
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    Statistical to Fuzzy Approach Toward CPT Soil Classification 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 003
    Author(s): Zhongjie Zhang; Mehmet T. Tumay
    Publisher: American Society of Civil Engineers
    Abstract: A soil engineering classification derived from the cone penetration test (CPT) involves the uncertainty of correlation between soil composition and soil mechanical behavior. This uncertainty results in overlaps of different ...
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    Simple Procedure to Assess Performance and Cost Benefits of Using Recycled Materials in Pavement Construction 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 011
    Author(s): Mingjiang Tao; Zhongjie Zhang; Zhong Wu
    Publisher: American Society of Civil Engineers
    Abstract: The use of recycled materials in pavement engineering has a great potential to benefit our society in terms of reducing demands on natural pavement materials, reducing environmental problems, and conserving energy. However, ...
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    Cohesive Slope Surface Failure and Evaluation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author(s): Zhongjie Zhang; Mingjiang Tao; Mark Morvant
    Publisher: American Society of Civil Engineers
    Abstract: This paper highlights the mechanism of slope surface failure that occurs on highway embankments with cohesive soils. Based on systematic instrumentation in the field, the major reason for such surface failures is ascribed ...
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    Practical Analytical Approach for Estimating Long-Term and Set-Up Shaft Resistance of Prebored Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Lin Li; Shengli Chen; Zhongjie Zhang
    Publisher: ASCE
    Abstract: This paper presents a practical analytical approach to evaluating the long-term and set-up shaft resistance of prebored piles. The key contributions of this study lie in the fact that not only all aspects involved, from ...
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    Pavement Structures Damage Caused by Hurricane Katrina Flooding 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Zhongjie Zhang; Zhong Wu; Mark Martinez; Kevin Gaspard
    Publisher: American Society of Civil Engineers
    Abstract: In September of 2005, Hurricane Katrina devastated New Orleans and caused sustained flooding. Limited pre- and postflooding tests indicated that the pavement structures tested were adversely impacted by the flood water. ...
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    Prediction of In-Service Pavement Structural Capacity Based on Traffic-Speed Deflection Measurements 

    Source: Journal of Transportation Engineering, Part A: Systems:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Omar Elbagalati; Mostafa A. Elseifi; Kevin Gaspard; Zhongjie Zhang
    Publisher: American Society of Civil Engineers
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