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    Two-Phase Approach for the Analysis of Laterally Loaded Pile Groups in Sandy Soils 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 010
    Author(s): Navid Nazeran; Ehsan Seyedi Hosseininia
    Publisher: ASCE
    Abstract: In this study, a new hybrid method is suggested for the analysis of laterally loaded pile groups in sandy soils. In the proposed method, a pile group is replaced by an equivalent single pile (ESP) using the concept of ...
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    Development and Validation of a Two-Phase Model for Reinforced Soil by Considering Nonlinear Behavior of Matrix 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 006
    Author(s): Ehsan Seyedi Hosseininia; Orang Farzaneh
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents the formulation of a two-phase system applied for reinforced soil media, which accounts for nonlinear behavior of matrix phase. In a two-phase material, the soil and inclusion are treated as two individual ...
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    Comparison between Two Different Pluviation Setups of Sand Specimens 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 010
    Author(s): Abdolah Tabaroei; Saeed Abrishami; Ehsan Seyedi Hosseininia
    Publisher: American Society of Civil Engineers
    Abstract: Sand pluviation is a method used to prepare a model sand specimen to carry out some particular laboratory tests such as static and dynamic tests on footings, retaining walls, piles, as well as calibration of static and ...
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