YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    Search 
    •   YE&T Library
    • Search
    •   YE&T Library
    • Search
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Search

    Show Advanced FiltersHide Advanced Filters

    Filters

    Use filters to refine the search results.

    Now showing items 1-10 of 30

    • Relevance
    • Title Asc
    • Title Desc
    • Year Asc
    • Year Desc
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100
  • Export
    • CSV
    • RIS
    • Sort Options:
    • Relevance
    • Title Asc
    • Title Desc
    • Issue Date Asc
    • Issue Date Desc
    • Results Per Page:
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100

    Experimental Study on the Anisotropic Hydraulic Conductivity of a Sandstone–Mudstone Particle Mixture 

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 011
    Author(s): Zhen-Feng Qiu; Jun-Jie Wang
    Publisher: American Society of Civil Engineers
    Request PDF

    Assessment of a Soft Sensor Approach for Determining Influent Conditions at the MWRDGC Calumet WRP 

    Source: Journal of Environmental Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Jun-Jie Zhu; Paul R. Anderson
    Publisher: American Society of Civil Engineers
    Abstract: Many older water reclamation plants (WRPs) are implementing model-based process control to satisfy increasingly stringent effluent requirements while they lower energy costs, but these methods require reliable process ...
    Request PDF

    Deformation Pattern of Beams Rested on Different Foundation Models in Nonuniform Foundation Conditions 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001:;page 04023252-1
    Author(s): Huanzhu Zhou; Yanning Wang; Weiming Huang; Jun-jie Zheng; Qixin Wu
    Publisher: ASCE
    Abstract: The theoretical calculation considering foundation and beam interaction is widely employed to simulate thee deformation pattern of a beam rested on different foundation models. Based on the Kerr three-parameter foundation ...
    Request PDF

    A Mechanical Model and Solution for Dynamic Response of Geosynthetic-Reinforced Pile-Supported Embankment under Traveling Loads 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001:;page 04023260-1
    Author(s): Ru-Yi Hou; Jun-Jie Zheng; Hao Fang; Wen-Yu Yang
    Publisher: ASCE
    Abstract: To evaluate the mechanical behavior and the load transfer mechanisms of a geosynthetic-reinforced pile-supported (GRPS) embankment under traffic load, an analytical model is developed based on elastodynamic theory, and its ...
    Request PDF

    Defining Influent Scenarios: Application of Cluster Analysis to a Water Reclamation Plant 

    Source: Journal of Environmental Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author(s): Jun-Jie Zhu; Javier Segovia; Paul R. Anderson
    Publisher: American Society of Civil Engineers
    Abstract: Process control at older water reclamation plants (WRPs) can be challenging as operators work to balance higher energy costs and more stringent effluent limitations while managing fluctuating loads. To better understand ...
    Request PDF

    Experimental Study and Numerical Simulation on Concrete Box Culverts in Trenches 

    Source: Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 003
    Author(s): Bao-guo Chen; Jun-jie Zheng; Jie Han
    Publisher: American Society of Civil Engineers
    Abstract: Concrete culverts in trenches have been widely used in expressways. Problems frequently take place because of improperly estimated vertical earth pressures on culverts. Different codes have been used in China to estimate ...
    Request PDF

    Statistical Evaluation of the Load-Settlement Response of a Multicolumn Composite Foundation 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 004
    Author(s): Zheng Jun-Jie;Liu Yong;Pan Yu-Tao;Hu Jun
    Publisher: American Society of Civil Engineers
    Abstract: This study examined a composite foundation that was improved by the joint usage of two types of columns: soil-cement and stone columns. The composite foundation that consists of soil-cement columns, stone columns, and ...
    Request PDF

    Margin of Safety in TMDLs: Natural Language Processing-Aided Review of the State of Practice 

    Source: Journal of Hydrologic Engineering:;2020:;Volume ( 025 ):;issue: 004
    Author(s): Robert Nunoo; Paul Anderson; Saurav Kumar; Jun-Jie Zhu
    Publisher: ASCE
    Abstract: The margin of safety (MOS) accounts for uncertainties in the total maximum daily load (TMDL) development process and the variabilities involved in simulating systems, providing a complete description of the degree of ...
    Request PDF

    Experimental Investigation of the Hybrid FRP-UHPC-Steel Double-Skin Tubular Columns under Lateral Impact Loading 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 005
    Author(s): Weiqiang Wang; Chengqing Wu; Zhongxian Liu; Kaixuan An; Jun-Jie Zeng
    Publisher: ASCE
    Abstract: The lateral impact behavior of hybrid fiber-reinforced polymer (FRP)-ultrahigh-performance concrete (UHPC)-steel double-skin tubular columns (DSTCs) was experimentally investigated in this study. Seven specimens, which had ...
    Request PDF

    Improved Analytical Soil Arching Model for the Design of Piled Embankments 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 003:;page 04020261
    Author(s): Han-Jiang Lai; Jun-Jie Zheng; Ming-Juan Cui
    Publisher: ASCE
    Abstract: Because analytical soil arching models are fundamental for the design of piled embankments, numerous soil arching models were proposed for this purpose. However, the results obtained from various soil arching models differ ...
    Request PDF
    • 1
    • 2
    • 3
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     

    Author

    ... View More

    Publisher

    Year

    Type

    Content Type

    Publication Title

    ... View More
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian