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    Unified Modeling of Interface between Structured Clay or Crushable Sand and Structure 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 008:;page 04023052-1
    Author(s): Jie Yang; Zhen-Yu Yin
    Publisher: ASCE
    Abstract: The purpose of this paper is to develop a unified elastoplastic model for describing both monotonic and cyclic behaviors of natural structured clay–structure and crushable sand–structure interfaces based on the bounding ...
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    Anatomy of Critical State Constitutive Models: Simulating Undrained Failure of <i>K</i><sub>0</sub>-Consolidated Soils 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 012:;page 04023219-1
    Author(s): Maozhu Peng; Sen Mei; Zhen-Yu Yin
    Publisher: ASCE
    Abstract: Different features, such as rotational hardening and nonassociated flow, have been added to the classic modified cam-clay (MCC) model. However, there is little knowledge about their role and importance in simulating in ...
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    An Elastoplastic Model for Predicting Kinematics and Trajectories of Suction-Embedded Plate Anchors under Eccentric Loading in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024044-1
    Author(s): Maozhu Peng; Zhen-Yu Yin
    Publisher: American Society of Civil Engineers
    Abstract: Previous plasticity models for predicting anchor kinematics under eccentric loading in clay are mostly rigid plastic. They may produce inaccurate outcomes in some conditions. This paper presents an elastoplastic model to ...
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    Simplified Method for Calculating the Lateral Stiffness of Drive-In Storage Racks 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 001
    Author(s): Bo Cheng; Zhen-Yu Wu
    Publisher: American Society of Civil Engineers
    Abstract: Drive-in storage racks, made of cold-formed steel, are the main racking system used in industry for storing goods. The storage space utilization of drive-in racks is high at the price of the weak downaisle stability. This ...
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    Dilatancy Relation for Overconsolidated Clay 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 005
    Author(s): Zhiwei Gao; Jidong Zhao; Zhen-Yu Yin
    Publisher: American Society of Civil Engineers
    Abstract: A distinct feature of overconsolidated (OC) clays is that their dilatancy behavior is dependent on the degree of overconsolidation. Typically, a heavily OC clay shows volume expansion, whereas a lightly OC clay exhibits ...
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    Situation and Competitiveness of Foreign Project Management Consultancy Enterprises in China 

    Source: Journal of Management in Engineering:;2011:;Volume ( 027 ):;issue: 004
    Author(s): Zhen-Yu Zhao; Jian Zuo; George Zillante
    Publisher: American Society of Civil Engineers
    Abstract: At the end of the World Trade Organization transition period for China in 2006, the foreign project management consultancy sector entered a new era. Massive construction project development in China created a huge demand ...
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    Call for Papers on Engineering Management during the Global Recession and Recovery 

    Source: Journal of Management in Engineering:;2010:;Volume ( 026 ):;issue: 004
    Author(s): Zhen-Yu Zhao; Issam A. Minkarah
    Publisher: American Society of Civil Engineers
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    Stress Dilatancy of Natural Soft Clay under an Undrained Creep Condition 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 005
    Author(s): Li-Zhong; Wang; Zhen-Yu; Yin
    Publisher: American Society of Civil Engineers
    Abstract: The stress–dilatancy relationship is a key point to capture the evolution of both strains and excess pore pressure during an undrained creep of natural soft clay. This paper focuses on investigating the stress dilatancy ...
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    Elastic-Viscoplastic Modeling for Natural Soft Clays Considering Nonlinear Creep 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 005
    Author(s): Zhen-Yu; Yin; Qiang; Xu; Chuang; Yu
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on nonlinear creep behavior with a consecutively decreasing creep coefficient
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    Characterization of Bacterial Communities in Bioaerosols over Northern Chinese Marginal Seas and the Northwestern Pacific Ocean in Spring 

    Source: Journal of Applied Meteorology and Climatology:;2019:;volume 058:;issue 004:;page 903
    Author(s): Ma, Manman; Zhen, Yu; Mi, Tiezhu
    Publisher: American Meteorological Society
    Abstract: AbstractStudies of the community structures of bacteria in marine aerosols of different particle sizes have not been reported. Aerosol samples were collected using a six-stage bioaerosol sampler over the Bohai Sea, the ...
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