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    Numerical Simulation of Seasonal Variations of Base Course Resilient Modulus in Pavement Structures in Nonfrost Regions 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Chuang Lin; Xiong Zhang
    Publisher: ASCE
    Abstract: The seasonal variation of unbound material properties is often significant, and water within a pavement structure is a principal cause of pavement deterioration. A small water content increment will result in a significant ...
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    Experimental Study on Clay Erodibility Subjected to Freeze–Thaw and Varying Temperature Conditions through Hole Erosion Tests 

    Source: Journal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 003:;page 04025023-1
    Author(s): Yuan Guo; Jinqin Xiao; Songcheng Wen; Chuang Lin
    Publisher: American Society of Civil Engineers
    Abstract: The erosion of cohesive soils poses a significant threat to the stability of earth structures such as roadbeds and earth-filled dams, especially in cold regions. Presently, research on the erodibility of clay mainly focuses ...
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    Comprehensive Material Characterizations of Pavement Structure Installed with Wicking Fabrics 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 002
    Author(s): Chuang Lin; Xiong Zhang; Jie Han
    Publisher: American Society of Civil Engineers
    Abstract: When a road is constructed, soils within the embankment are often compacted at the optimum water content to achieve the best performance. The postconstruction water content tends to increase with time due to capillary ...
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    Numerical Simulations of the Prethawing Performance of Lime-Energy-Column Embankments in Warm Permafrost Regions 

    Source: Journal of Cold Regions Engineering:;2024:;Volume ( 038 ):;issue: 003:;page 04024016-1
    Author(s): Guanfu Wang; Chuang Lin; Chenxi Zhang; Decheng Feng; Feng Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The thawing settlement of highway embankments remains an engineering challenges in permafrost regions. Lime-energy-columns (LECs) have the potential to constrain the total amount of such settlement by prethawing the warm ...
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    Long-Term Performance of Wicking Fabric in Alaskan Pavements 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 002
    Author(s): Chuang Lin; Wendy Presler; Xiong Zhang; David Jones; Brett Odgers
    Publisher: American Society of Civil Engineers
    Abstract: Beaver Slide is near 177.8 km (110.5 mi) on the Dalton Highway and the road gradient is approximately 11%, built on a hill side. Each year, soft spots, also commonly named as frost boils, were observed starting ...
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    Quantifying and Incorporating the Benefits of Wicking Geotextile into Pavement Design 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 003:;page 04021044-1
    Author(s): Chuang Lin; Javad Galinmoghadam; Jie Han; Jenny Liu; Xiong Zhang
    Publisher: ASCE
    Abstract: Geotextiles have been widely used in pavement systems for reinforcing base and subgrade layers. However, the capillary break effect minimizes the benefits of reinforcement due to excess pore-water pressure accumulation at ...
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