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    Evaluation of Coefficients of Mode III Crack-Tip Asymptotic Fields Using Weak Form Quadrature Elements 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 001:;page 04022095-1
    Author(s): He Liu; Hongzhi Zhong
    Publisher: American Society of Civil Engineers
    Abstract: A weak form quadrature element formulation is established to obtain the coefficients of Mode III crack-tip asymptotic fields. The problem domain is divided into circular subdomains near the crack tips and several integrable ...
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    Development of Environmental Contours from Site-Specific Regression Parameters of Load–Settlement Curves for Piles: The Global Database 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 009:;page 04023148-1
    Author(s): Xing Zheng Wu; He Liu
    Publisher: ASCE
    Abstract: A database was compiled to establish the site-specific measured load–displacement responses of piles from different sites across the globe, which contains 188 curves from 12 sites. A curve-fitting technique was applied to ...
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    Development of High-Performance Self-Compacting Concrete Applied as the Filling Layer of High-Speed Railway 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 002
    Author(s): Guangcheng Long; He Liu; Kunlin Ma; Youjun Xie; Wengui Li
    Publisher: American Society of Civil Engineers
    Abstract: The filling layer of a China rail track system III (CRTS III) type ballastless track structure of a high-speed railway is a complicated structure typically constructed from self-compacting concrete (SCC). Excellent properties ...
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    Finite-Element Analysis of Helical Piers in Frozen Ground 

    Source: Journal of Cold Regions Engineering:;2007:;Volume ( 021 ):;issue: 003
    Author(s): He Liu; Hannele K. Zubeck; Daniel H. Schubert
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study of the behavior of helical pier foundations in frozen ground. The scope of the work presented includes developing finite-element analysis (FEA) models that simulate the stress-strain relationships ...
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    Simulating Urban Cooperative Expansion in a Single-Core Metropolitan Region Based on Improved CA Model Integrated Information Flow: Case Study of Wuhan Urban Agglomeration in China 

    Source: Journal of Urban Planning and Development:;2018:;Volume ( 144 ):;issue: 002
    Author(s): Li He;Liu Yaolin;He Qingsong;Peng Xie;Yin Chaohui
    Publisher: American Society of Civil Engineers
    Abstract: With the expansion of regional urbanization, urban agglomeration has become the most striking area of China’s urbanization process. Simulation of the urban growth of metropolitan regions is a hot issue and a difficult field ...
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    Hybrid Two-Stage Stochastic Methods Using Scenario-Based Forecasts for Reservoir Refill Operations 

    Source: Journal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 012
    Author(s): Li He;Liu Pan;Guo Shenglian;Ming Bo;Cheng Lei;Zhou Yanlai
    Publisher: American Society of Civil Engineers
    Abstract: Optimizing reservoir refill operations is important for improved water use. This study developed a real-time refill operation model using scenario-based forecasts. To bridge the gap between forecast horizon and operation ...
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    Laboratory Study on Diffusion and Migration of Grout in Rock Mass Fracture Network 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 001:;page 04020242
    Author(s): Bin Liu; Haomin Sang; Quansheng Liu; He Liu; Yucong Pan; Yongshui Kang
    Publisher: ASCE
    Abstract: The flow process of grout in a rock mass fracture network is an important part to judge the effect of grouting in engineering. Till date, little research has been done on the diffusion and migration pattern of grout in a ...
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