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    Determination of Soil-Shrinkage Curve Using Transient Water Evaporation Method 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 005:;page 04021040-1
    Author(s): Yi Dong; Lun Wang
    Publisher: ASCE
    Abstract: Soil-shrinkage curve (SSC) is an intrinsic constitutive relationship characterizing soil deformation due to variation of water content under drying. The determination of SSC has been challenging due to the difficulty of ...
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    Substitution of Tailings Sand in Cement-Stabilized Gravel Base Material for Road Construction: Mechanical Properties, Durability, and Microstructure 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004:;page 04025045-1
    Author(s): Yun Que; Shenghui Jia; Lun Wang; Lei Fang; Honglin Mu
    Publisher: American Society of Civil Engineers
    Abstract: The aim of this research is to explore the feasibility of using tailings sand (TS) as a partial replacement for sand in the production of cement-stabilized base course materials. In this paper, the performance, economic ...
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    Clearance-Induced Position Uncertainty of Planar Linkages and Parallel Manipulators 

    Source: Journal of Mechanisms and Robotics:;2017:;volume( 009 ):;issue: 006:;page 61001
    Author(s): Ting; Kwun-Lon;Hsu; Kuan-Lun;Wang; Jun
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper presents a simple and effective kinematic model and methodology to assess and evaluate the extent of the position uncertainty caused by joint clearances for multiple-loop linkage and manipulators connected with ...
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    Experimental Investigation of Corroded Stud Shear Connectors Subjected to Fatigue Loading 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 001
    Author(s): Wei-lun Wang; Ju Chen; Wei-liang Jin
    Publisher: American Society of Civil Engineers
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    Compressive Creep of Virgin HDPE Using Equivalent Strain Energy Density Method 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 012
    Author(s): Amir Bozorg-Haddad; Magued Iskander; Hsiao-Lun Wang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a predictive model for compressive creep behavior of high-density polyethylene (HDPE) commonly used to manufacture polymeric piling and geosynthetics. Accelerated methods to predict the tensile creep ...
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    Nonlinear FOPID and Active Disturbance Rejection Hypersonic Vehicle Control Based on DEM Biogeography-Based Optimization 

    Source: Journal of Aerospace Engineering:;2017:;Volume ( 030 ):;issue: 006
    Author(s): Jia Song; Jiaming Lin; Lun Wang; Xu Wang; Xiaohong Guo
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes an accurate system model independent resilient control approach with heuristic parameter optimization algorithm for air-breathing hypersonic vehicle tracking control. The control action is generated by ...
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    Substitution of Tailings Sand in Cement-Stabilized Gravel Base Material for Road Construction: Mechanical Properties, Durability, and Microstructure 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004:;page 04025045-1
    Author(s): Yun Que; Shenghui Jia; Lun Wang; Lei Fang; Honglin Mu
    Publisher: American Society of Civil Engineers
    Abstract: The aim of this research is to explore the feasibility of using tailings sand (TS) as a partial replacement for sand in the production of cement-stabilized base course materials. In this paper, the performance, economic ...
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    Strain Factor Ratio Criterion for Crack Extension in Anisotropic Plates 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 001
    Author(s): Yue Xing Dong; Chu Han Zhang; Guang Lun Wang; Sing Ping Chiew
    Publisher: American Society of Civil Engineers
    Abstract: Due to the fact that certain brittle extensions of cracks in anisotropic materials are caused by the surpassing of the limit strain by the actual strain produced by the load, a strain criterion (
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