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 22

    • 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

    Static Liquefaction of Sands under Isotropically and K0-Consolidated Undrained Triaxial Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Xilin; Lu; Maosong; Huang
    Publisher: American Society of Civil Engineers
    Abstract: By using the state-dependent strength criterion and dilatancy function, a state-dependent nonassociated elastoplasticity hardening model was proposed to unify modeling the constitutive relationships of sands with different ...
    Request PDF

    Modeling of Thermomechanical Effects of Alkali-Silica Reaction 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 004
    Author(s): Maosong Huang; S. Pietruszczak
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a nonlinear continuum theory is applied to model the thermomechanical behavior of concrete subjected to alkali-silica reaction. The reaction results in formation of silica gel around the aggregate particles, ...
    Request PDF

    Interpretation of Undrained Hollow Cylinder Shear on Natural Shanghai Soft Clay Using Three-Dimensional Constitutive Model 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 010:;page 04021181-1
    Author(s): Maosong Huang; Yanhua Liu; Zhenhao Shi
    Publisher: ASCE
    Abstract: The mechanical response of natural clays can exhibit significant directional dependence due to loading history and layered soil structure. We report an experimental investigation of the stress–strain-strength response of ...
    Request PDF

    Analytical Three-Dimensional Mechanism for Stability of Slurry Trenches in Cohesive Soils 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 002:;page 04021274
    Author(s): Tingzhen Tan; Maosong Huang; Zhenhao Shi
    Publisher: ASCE
    Abstract: This paper presents an analytical three-dimensional rotational mechanism for the limit analysis on the overall stability of slurry trenches in layered cohesive soils. The proposed mechanism differs from the traditional ...
    Request PDF

    Simplified Mechanism for Evaluating the Basal Stability of Narrow-Deep Excavation in Nonhomogeneous Clay 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 005:;page 04025068-1
    Author(s): Yaqing Qiao; Maosong Huang; Zhenhao Shi
    Publisher: American Society of Civil Engineers
    Abstract: The limit analysis method is extensively used in basal heave stability analysis of deep excavations. However, the quality of the safety factor determination by this method is significantly affected by the chosen failure ...
    Request PDF

    Dynamic Behavior and Liquefaction Analysis of Recycled-Rubber Sand Mixtures 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 011
    Author(s): Bo Li; Maosong Huang; Xiangwu Zeng
    Publisher: American Society of Civil Engineers
    Request PDF

    Microtubular Hard Carbon Derived From Willow Catkins as an Anode Material With Enhanced Performance for Sodium-Ion Batteries 

    Source: Journal of Electrochemical Energy Conversion and Storage:;2018:;volume( 015 ):;issue: 004:;page 41010
    Author(s): Teng, Yongqiang; Mo, Maosong; Li, Yuan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: As a kind of common bio-waste, willow catkin is of no economic value. But it is surprising that it can be an ideal carbonaceous source and bio-template for electrode materials of lithium-ion batteries and supercapacitors. ...
    Request PDF

    Length Scales Interaction in Nonlocal Plastic Strain Localization of Bars of Varying Section 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Xilin Lu; Jean-Pierre Bardet; Maosong Huang
    Publisher: American Society of Civil Engineers
    Abstract: In computational mechanics, strain softening generates ill-posed boundary value problems, which cannot be solved without being regularized, e.g., through the introduction of an internal length scale. This paper investigates ...
    Request PDF

    Complex Variable Solution for Twin Tunneling-Induced Ground Movements Considering Nonuniform Convergence Pattern 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 006
    Author(s): Zhiguo Zhang; Maosong Huang; Chengping Zhang; Kangming Jiang; Zhiwei Wang; Xiaoguang Xi
    Publisher: ASCE
    Abstract: The construction of twin tunnels in crowed urban cities requires tunnel excavations in close proximity to one another, in which the interaction between tunnels significantly affects the ground movements generated by ...
    Request PDF

    Discretization-Based Kinematic Approach for Three-Dimensional Stability Analysis of Slurry Trenches in Cohesive–Frictional Soils 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001:;page 04023253-1
    Author(s): Hongyu Wang; Maosong Huang; Yihui Liu; Siau Chen Chian
    Publisher: ASCE
    Abstract: Although trench failures observed in the field clearly show three-dimensional (3D) characteristics, the stability analyses of slurry-supported trenches are typically carried out under plane-strain assumptions. The factor ...
    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