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 21

    • 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

    Monotonic Behavior of Mississippi River Valley Silt in Triaxial Compression 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): Shuying Wang; Ronaldo Luna
    Publisher: American Society of Civil Engineers
    Abstract: The static behavior of Mississippi River Valley silt was characterized using triaxial compression testing. Silt specimens, especially overconsolidated ones, showed dilation behavior. There was no unique critical state among ...
    Request PDF

    Compressibility Characteristics of Low-Plasticity Silt before and after Liquefaction 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 006
    Author(s): Shuying Wang; Ronaldo Luna
    Publisher: American Society of Civil Engineers
    Abstract: Low-plasticity silt is known to have a potential to liquefy during earthquakes. The compressibility characteristics could change before and after a dynamic event that produces liquefaction. This research investigates the ...
    Request PDF

    Effect of Plasticity on Shear Behavior of Low-Plasticity Fine-Grained Soil 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 003
    Author(s): Shuying Wang; Ronaldo Luna; Junsheng Yang
    Publisher: American Society of Civil Engineers
    Request PDF

    Effect of Initial Consolidation Condition on Postcyclic Undrained Monotonic Shear Behavior of Mississippi River Valley Silt 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Shuying Wang; Ronaldo Luna; Site Onyejekwe
    Publisher: American Society of Civil Engineers
    Abstract: The postcyclic undrained monotonic shear behavior of Mississippi River Valley (MRV) silt is investigated by carrying out triaxial tests under various initial consolidation conditions. Results show that the variation of ...
    Request PDF

    Effect of Previous Cyclic Shearing on Liquefaction Resistance of Mississippi River Valley Silt 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 010
    Author(s): Shuying Wang; Junsheng Yang; Site Onyejekwe
    Publisher: American Society of Civil Engineers
    Abstract: Liquefied silty soil can experience repeated liquefaction as a result of aftershocks or other subsequent earthquake events, which can be considered to be previous cyclic loading. The effect of previous cyclic loading on ...
    Request PDF

    Analytical Study of the Permeability of a Foam-Conditioned Soil 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    Author(s): Shuying Wang; Shuo Huang; Tong Qiu; Junsheng Yang; Jiazheng Zhong; Qinxing Hu
    Publisher: ASCE
    Abstract: It is important to control the permeability of a mixture of foam and solid in many fields such as civil engineering, petroleum engineering, and material processing. An analytical model to estimate the coefficient of ...
    Request PDF

    A Novel Index to Evaluate the Workability of Conditioned Coarse-Grained Soil for EPB Shield Tunnelling 

    Source: Journal of Construction Engineering and Management:;2022:;Volume ( 148 ):;issue: 006:;page 04022028
    Author(s): Shuying Wang; Zhunlin Ni; Tongming Qu; Haibo Wang; Qiujing Pan
    Publisher: ASCE
    Abstract: Although slump testing has been used extensively to assess the workability of conditioned soil in shield-driven tunnelling, this traditional evaluation method still requires many subjective descriptions. This study developed ...
    Request PDF

    Criteria for Clogging Potential in Coarse-Grained Strata during Shield Tunneling 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 007:;page 04024112-1
    Author(s): Pengfei Liu; Shuying Wang; Zhao Yang; Peishuai Chen; Hanbiao Zhu; Fuquan Ji
    Publisher: American Society of Civil Engineers
    Abstract: Engineering practice has shown that shield machines may become clogged in coarse-grained strata. The criteria for determining the clogging potential in coarse-grained strata were proposed. With the surface area ratio of ...
    Request PDF

    Soil Conditioning for EPB Shield Tunneling in Argillaceous Siltstone with High Content of Clay Minerals: Case Study 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 004
    Author(s): Xinyu Ye; Shuying Wang; Junsheng Yang; Daichao Sheng; Chao Xiao
    Publisher: American Society of Civil Engineers
    Abstract: Soil clogging occurred in the early construction stage of Nanchang Metro Line 1, China, when an earth balance pressure (EPB) shield passed through the argillaceous siltstone with a total content of clay minerals of 40.5%. ...
    Request PDF

    Numerical Examination of EPB Shield Tunneling–Induced Responses at Various Discharge Ratios 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume (033):;issue:003
    Author(s): Tongming Qu;Shuying Wang;Jinyang Fu;Qinxin Hu;Xuemin Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated earth pressure balance (EPB) shield tunneling–induced responses in terms of muck pressure, machine parameters, and surface settlements using an efficient numerical scheme that couples PFC3D and ...
    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

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