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Information Journal Paper

Title

FAILURE PROCESS OF STONE COLUMNS IN COLLAPSIBLE SOILS

Pages

  135-142

Abstract

 Many countries in the word have loose and unstable soils encompassing a wide range ofgeological materials, which when inundated, may collapse and cause very significant distress to the structure. Stone columns have been used to strengthen such soils; even so, there are still cases where failure has occurred. In this technical note, the process and causes of stone column failure in reinforcing collapsible soils is examined. A behavior analysis of a typical element of soil in the vicinity of column during inundation was studied. The difference between the behavior of a stone column in a collapsible fill and a column in a non-collapsible fill is reported in this paper. Also asolution for the problem of stone column failure is suggested.

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    APA: Copy

    AYADAT, T., HANNA, A., & ETEZAD, M.. (2008). FAILURE PROCESS OF STONE COLUMNS IN COLLAPSIBLE SOILS. INTERNATIONAL JOURNAL OF ENGINEERING, 21(2 (TRANSACTIONS B: APPLICATIONS)), 135-142. SID. https://sid.ir/paper/355679/en

    Vancouver: Copy

    AYADAT T., HANNA A., ETEZAD M.. FAILURE PROCESS OF STONE COLUMNS IN COLLAPSIBLE SOILS. INTERNATIONAL JOURNAL OF ENGINEERING[Internet]. 2008;21(2 (TRANSACTIONS B: APPLICATIONS)):135-142. Available from: https://sid.ir/paper/355679/en

    IEEE: Copy

    T. AYADAT, A. HANNA, and M. ETEZAD, “FAILURE PROCESS OF STONE COLUMNS IN COLLAPSIBLE SOILS,” INTERNATIONAL JOURNAL OF ENGINEERING, vol. 21, no. 2 (TRANSACTIONS B: APPLICATIONS), pp. 135–142, 2008, [Online]. Available: https://sid.ir/paper/355679/en

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