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    Modeling Erodibility of Cohesive Soils Based on Rotating Surface Erosion Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 003:;page 04025002-1
    Author(s): Yunjie Lin; Cheng Lin
    Publisher: American Society of Civil Engineers
    Abstract: Surface erosion, which removes the surficial soil grains from the streambeds, slopes, and earthen embankments, is one of the major causes of geohazards and engineering failures. At present, there is no acceptable model ...
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    Developing Case-Based Communities of Practice for Teaching the Legal Aspects of Construction: Lessons Learned in Taiwan 

    Source: Journal of Legal Affairs and Dispute Resolution in Engineering and Construction:;2009:;Volume ( 001 ):;issue: 004
    Author(s): Yu-Cheng Lin
    Publisher: American Society of Civil Engineers
    Abstract: To enhance the learning for graduate students to understand legal issues and dispute resolution in the construction industry, students can be provided with a learning platform for exchanging and sharing knowledge and ...
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    Thermal Conductivity of Stabilized Loess with Different Types of Lignin 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010:;page 04024316-1
    Author(s): Wuyu Zhang; Chaofan Dong; Cheng Lin
    Publisher: American Society of Civil Engineers
    Abstract: Lignin, an abundant biopolymer derived from plants, is a green binder for stabilizing soil. This study investigates the thermal conductivity of lignin [e.g., sodium ignosulfonate (SL), calcium lignosulfonate (CL), and ...
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    Studies on Size and Lubricant Effects for Fluidic Self-Assembly of Microparts on Patterned Substrate Using Capillary Effect 

    Source: Journal of Electronic Packaging:;2008:;volume( 130 ):;issue: 002:;page 21005
    Author(s): Cheng Lin; Fangang Tseng; Ching-Chang Chieng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Conventional pick-and-place technology platform in handling microscale component assembly processes has technical limitations in terms of capacity, efficiency, and accuracy. The fluidic self-assembly ...
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    Dynamics of Initial Penetration in Drilling: Part 2—Motion Models for Drill Skidding and Wandering With Experimental Verification 

    Source: Journal of Manufacturing Science and Engineering:;2005:;volume( 127 ):;issue: 002:;page 289
    Author(s): Yongping Gong; Cheng Lin; Kornel F. Ehmann
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This part of the paper is aimed at the development of models for the drill tip’s transverse and angular motions, the definition of models for establishing the drilled hole’s profile and, by ...
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    Dynamics of Initial Penetration in Drilling: Part 1—Mechanistic Model for Dynamic Forces 

    Source: Journal of Manufacturing Science and Engineering:;2005:;volume( 127 ):;issue: 002:;page 280
    Author(s): Yongping Gong; Cheng Lin; Kornel F. Ehmann
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This two-part paper is aimed at developing a theoretical and numerical simulation basis for initial penetration phenomena that profoundly influence hole tolerances and shape. In Part 1, dynamic ...
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    Discussion: Lateral Displacement of Ground Caused by Soil–Cement Column Installation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Horn-Da Lin; Shih-Cheng Lin
    Publisher: American Society of Civil Engineers
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    Strength and Leachability of Solidified Sewage Sludge with Different Additives 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 011
    Author(s): Cheng Lin; Wei Zhu; Jie Han
    Publisher: American Society of Civil Engineers
    Abstract: Production and disposal of sewage sludge have raised increasing concerns due to their poor mechanical properties and negative environmental effect. Cement-based solidification/stabilization can improve the properties of ...
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    Research on the Calculation Methods for the Carrying Capacity of the Cross Section of the Bending Member Reinforced with an Enlarged Section 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2015:;Volume ( 009 ):;issue: 004
    Author(s): Yang Bin; An Guan-feng; Shan Cheng-lin
    Publisher: American Society of Civil Engineers
    Abstract: Regulations on relevant design specifications are comparatively analyzed to expediently calculate the carrying capacity of the cross section of the bending member of a bridge reinforced with an enlarged section. Five ...
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    Pickup Probability of Sediment under Log-Normal Velocity Distribution 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 004
    Author(s): Fu-Chun Wu; Yao-Cheng Lin
    Publisher: American Society of Civil Engineers
    Abstract: This work presents the formulation of the pickup probability for sediment entrainment under the log-normally distributed instantaneous velocity. Herein two mathematical approaches, namely the analytical method and the ...
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