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    Simplified Plane Strain Consolidation Modelling of Stone Column

    New search for: Ayothiraman, R.
    New search for: Kolathayar, Sreevalsa
    New search for: Ray, Puspendu
    New search for: Ghosh, Ambarish

    Like sand drain, stone column can accelerate the dissipation of pore water and consolidate the soft clay. In this paper, 2D plane strain consolidation of stone column reinforced ground has been discussed considering equal strain, free draining of stone column and stress concentration phenomenon of stone column due to higher modulus of elasticity compared to soft soil. The analysis has been conducted by adjusting the geometry and permeability of axisymmetric model to plane strain model. This method produces satisfactory results to determine pore water pressure dissipation of stone column reinforced ground.

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    Simplified Plane Strain Consolidation Modelling of Stone Column

    New search for: Ayothiraman, R.
    New search for: Kolathayar, Sreevalsa
    New search for: Ray, Puspendu
    New search for: Ghosh, Ambarish

    Like sand drain, stone column can accelerate the dissipation of pore water and consolidate the soft clay. In this paper, 2D plane strain consolidation of stone column reinforced ground has been discussed considering equal strain, free draining of stone column and stress concentration phenomenon of stone column due to higher modulus of elasticity compared to soft soil. The analysis has been conducted by adjusting the geometry and permeability of axisymmetric model to plane strain model. This method produces satisfactory results to determine pore water pressure dissipation of stone column reinforced ground.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Simplified Plane Strain Consolidation Modelling of Stone Column

    New search for: Ayothiraman, R.
    New search for: Kolathayar, Sreevalsa
    New search for: Ray, Puspendu
    New search for: Ghosh, Ambarish

    Like sand drain, stone column can accelerate the dissipation of pore water and consolidate the soft clay. In this paper, 2D plane strain consolidation of stone column reinforced ground has been discussed considering equal strain, free draining of stone column and stress concentration phenomenon of stone column due to higher modulus of elasticity compared to soft soil. The analysis has been conducted by adjusting the geometry and permeability of axisymmetric model to plane strain model. This method produces satisfactory results to determine pore water pressure dissipation of stone column reinforced ground.

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    Title:

    Simplified Plane Strain Consolidation Modelling of Stone Column

    Additional title:

    Lecture Notes in Civil Engineering

    Contributors:

    Muthukkumaran, Kasinathan (editor) / Ayothiraman, R. (editor) / Kolathayar, Sreevalsa (editor) / Ray, Puspendu (author) / Ghosh, Ambarish (author) / Bhattacherjee, Dipankana (author)

    Conference:

    Indian Geotechnical Conference ; 2021 ; Trichy, India

    Published in:

    Soil Dynamics, Earthquake and Computational Geotechnical Engineering ; Chapter: 11 ; 109-118

    Lecture Notes in Civil Engineering ; 300

    Publication date:

    2023-01-01

    Size:

    10 pages

    ISBN:

    978-981-19-6998-0 , 978-981-19-6997-3

    ISSN:

    2366-2565 , 2366-2557

    DOI:

    https://doi.org/10.1007/978-981-19-6998-0_11

    Type of media:

    Article/Chapter (Book)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Stone column , Consolidation , Plane strain Engineering , Geoengineering, Foundations, Hydraulics , Building Materials , Geotechnical Engineering & Applied Earth Sciences

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