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Information Journal Paper

Title

Parametric and Numerical Study on Soft Ground Improvement using Stone Column Reinforced with Geogrid

Pages

  571-598

Abstract

 Introduction: The design engineers usually follow a specific decision-making process for optimal selection of the type of required foundation and its design. In this state, in case the surface foundation is not appropriate for the project conditions, before making any decisions about the use of deep foundations, the proper methods for optimization of the liquefied soil should be evaluated in order to compare the advantages and disadvantages of each of them with those of deep foundation, in terms of efficiency, implementation problems, costs, and finally to select the best choice. One of the best methods of soil improvement is the use of stone columns. The rationale behind the use of stone columns is the high shear strength of materials and the provision of lateral grip by surrounding soil...

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    APA: Copy

    JALILI, MEHDI, ZARE, AMIN, & SHABANI, MOHAMMAD JAVAD. (2019). Parametric and Numerical Study on Soft Ground Improvement using Stone Column Reinforced with Geogrid. JOURNAL OF ENGINEERING GEOLOGY, 12(4 ), 571-598. SID. https://sid.ir/paper/400379/en

    Vancouver: Copy

    JALILI MEHDI, ZARE AMIN, SHABANI MOHAMMAD JAVAD. Parametric and Numerical Study on Soft Ground Improvement using Stone Column Reinforced with Geogrid. JOURNAL OF ENGINEERING GEOLOGY[Internet]. 2019;12(4 ):571-598. Available from: https://sid.ir/paper/400379/en

    IEEE: Copy

    MEHDI JALILI, AMIN ZARE, and MOHAMMAD JAVAD SHABANI, “Parametric and Numerical Study on Soft Ground Improvement using Stone Column Reinforced with Geogrid,” JOURNAL OF ENGINEERING GEOLOGY, vol. 12, no. 4 , pp. 571–598, 2019, [Online]. Available: https://sid.ir/paper/400379/en

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