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    International Journal of Geomechanics

    EISSN: 1943-5622
    ISSN: 1532-3641
    Priority: 6
    Publisher: American Society of Civil Engineers
    Description: The International Journal of Geomechanics (IJOG) focuses on geomechanics with emphasis on theoretical aspects, including computational and analytical methods and related validations. Applications of interdisciplinary topics such as geotechnical and g More ...

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    Effect of Granular-Column Installation on Excess Pore Pressure Variation during Soil Liquefaction 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 002
    Author(s): Ben Salem; Frikha; Bouassida
    Publisher: American Society of Civil Engineers
    Abstract: During many earthquakes, soil liquefaction causes dramatic damage. The use of a granular column is a ground-improvement technique used to mitigate soil liquefaction. The present paper studies the performance of reinforcement ...
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    Renovated Comprehensive Multilevel Evaluation Approach to Self-Healing of Asphalt Mixtures 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Likui; Huang; Lianwu; Tan; Wanli; Zheng
    Publisher: American Society of Civil Engineers
    Abstract: Based on fuzzy evaluation and the analysis hierarchy process, this paper develops a method for evaluating the self-healing capability of asphalt mixtures. In developing the method, 18 judgment indicators were selected on ...
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    Evaluation Approach of the Slope Stability Based on Deformation Analysis 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 002
    Author(s): Wei; Wang; Wei; Yuan; Xiao-chun; Li; Bing; Bai
    Publisher: American Society of Civil Engineers
    Abstract: Once a slope is led to the limit equilibrium state using the strength-reduction method, the displacement contours located near the critical slip surface are quite close. The critical slip surface is composed of the points ...
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    Discussion of “Pore-Water Pressure Development Caused by Wave-Induced Cyclic Loading in Deep Porous Formation” by Africa M. Geremew 

    Source: International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 002
    Author(s): Zhen; Guo; Dong-Sheng; Jeng
    Publisher: American Society of Civil Engineers
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    Optimization of Vibrocompaction Design for Liquefaction Mitigation of Gravity Caisson Quay Walls 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    Author(s): Bin Tong; Vernon R. Schaefer
    Publisher: American Society of Civil Engineers
    Abstract: Gravity-type caisson walls are a type of popular but easily damaged waterfront construction structure, especially in seismic regions. Various forms of mitigation have been successfully applied to improve their performance ...
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    Stress-Dilatancy Relationship of Zipingpu Gravel under Cyclic Loading in Triaxial Stress States 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    Author(s): Xianjing Kong; Jingmao Liu; Degao Zou; Huabei Liu
    Publisher: American Society of Civil Engineers
    Abstract: In this study, cyclic triaxial tests were performed on Zipingpu gravel, and they were followed by a discrete element study that was designed to investigate the stress-dilatancy relationship of gravelly soils under cyclic ...
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    Pore-Scale Modeling of Fine-Particle Migration in Granular Filters 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 003
    Author(s): Yasser Abdelhamid; Usama El Shamy
    Publisher: American Society of Civil Engineers
    Abstract: Fine-particle migration and associated internal erosion are major concerns for dam safety. Granular filters are used to prevent fine-particle migration, and several empirical models have been introduced for the design of ...
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    Special Issue on Recent Advances in Constitutive and Numerical Methods for Sustainable Civil Infrastructures 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Tong Qiu; Xinzhuang Cui; Dar-Hao Chen
    Publisher: American Society of Civil Engineers
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    Volume Change Consideration in Determining Unsaturated Soil Properties for Geotechnical Applications 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006
    Author(s): Elham Bani Hashem; Sandra L. Houston
    Publisher: American Society of Civil Engineers
    Abstract: A common underlying assumption in the development of soil-water characteristic curves (SWCCs) is that the soil is sufficiently stiff such that no changes occur in the volume of the soil associated with soil-suction change. ...
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    Parameter Study of a New Strut-and-Tie Model for a Thick Cap with Six Piles 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Yu Zhou; Guoliang Dai
    Publisher: American Society of Civil Engineers
    Abstract: A comprehensive strut-and-tie model is a function of the nodes, struts, ties, model types, and pile reaction force. Because each element has more than one solution, the function is a problem of permutations and combinations. ...
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