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    Orientation Dependent Hardness in As Deposited and Low Temperature Annealed Ti/Ni Multilayer Thin Films 

    Source: Journal of Applied Mechanics:;2015:;volume( 082 ):;issue: 001:;page 11008
    Author(s): Yang, Zhou; Wang, Junlan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Strong orientation dependent hardness has been observed in both asdeposited and lowtemperature annealed Ti/Ni multilayer thin films. The anisotropic hardness of asdeposited films is attributed to dominant deformation ...
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    Deformation Analysis of a Geosynthetic-Encased Stone Column and Surrounding Soil Using Cavity-Expansion Model 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 005
    Author(s): Yang Zhou; Gangqiang Kong
    Publisher: American Society of Civil Engineers
    Abstract: This article presents an analytical solution to predict the deformation of a geosynthetic-encased stone column (GESC) and the surrounding soil using a cylindrical cavity-expansion model. The cavity-expansion model is used ...
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    Deformation Analysis of Geosynthetic-Encased Stone Column–Supported Embankment considering Radial Bulging 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): Yang Zhou; Gangqiang Kong
    Publisher: American Society of Civil Engineers
    Abstract: This study presents an analytical solution for predicting the vertical settlement behavior of geosynthetic-encased stone columns (GESCs) and GESC-supported embankments, taking into account the radial bulging deformation ...
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    Deformation Analysis of Geosynthetic-Encased Stone Column–Supported Embankment considering Radial Bulging 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): Yang Zhou;Gangqiang Kong
    Publisher: American Society of Civil Engineers
    Abstract: This study presents an analytical solution for predicting the vertical settlement behavior of geosynthetic-encased stone columns (GESCs) and GESC-supported embankments, taking into account the radial bulging deformation ...
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    Deformation Analysis of a Geosynthetic-Encased Stone Column and Surrounding Soil Using Cavity-Expansion Model 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 005
    Author(s): Yang Zhou;Gangqiang Kong
    Publisher: American Society of Civil Engineers
    Abstract: This article presents an analytical solution to predict the deformation of a geosynthetic-encased stone column (GESC) and the surrounding soil using a cylindrical cavity-expansion model. The cavity-expansion model is used ...
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    Multilevel Factorial Fractional Programming for Sustainable Water Resources Management 

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 012
    Author(s): Yang Zhou; Gordon Huang; Brian W. Baetz
    Publisher: American Society of Civil Engineers
    Abstract: The need for more efficient water use has increased in importance with growing water scarcity and increasing competition among water users. Measuring the economic efficiency of water use has become a useful indicator for ...
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    Deposition Temperature Induced Texture and Strengthening of Ti/Ni Multilayer Thin Films 

    Source: Journal of Applied Mechanics:;2023:;volume( 090 ):;issue: 012:;page 121005-1
    Author(s): Yang, Zhou; Wang, Junlan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Strong thermal effect on microstructure and mechanical properties of Ti/Ni multilayer thin films was observed from in situ heating during deposition and subsequent annealing. Films deposited at low-temperature show preferred ...
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    Long-Term Performance of a Curved Box Girder Viaduct 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 001:;page 04020135
    Author(s): Yang Zhou; Carnot Nogueira; Kevin Rens; Chengyu Li
    Publisher: ASCE
    Abstract: Deformations due to environmental and mechanical loads in curved bridges can lead to fairly complex long-term effects. Instead of the one-dimensional longitudinal movement that occur in straight bridges, in curved bridges ...
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    Fatigue Performance of an Innovative Steel–Concrete Joint in Long-Span Railway Hybrid Box Girder Cable-Stayed Bridges 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 002:;page 04020129
    Author(s): Qianhui Pu; Shili Yang; Zhou Shi; Yu Hong; Yang Zhou
    Publisher: ASCE
    Abstract: An innovative steel–concrete joint (SCJ) was applied to long-span railway hybrid box girder cable-stayed bridges to achieve favorable force transfer and deformation performance with a running train. The fatigue performance ...
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    Geotechnical Properties of a New Transparent Clay 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 012
    Author(s): Gangqiang Kong; Yang Zhou; Qing Yang; Chengqing Wang; Yonghui Chen
    Publisher: ASCE
    Abstract: This paper presents a study of the mechanical properties of a synthetic transparent clay to be used in physical geotechnical models. The manufacturing processes of a synthetic transparent clay consisting of Carbopol polymers, ...
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