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Information Journal Paper

Title

NUMERICAL MODELING OF THE EFFECT OF PARTIAL PENETRATION OF VERTICAL DRAINS ON THE CONSOLIDATION PROCESS, CASE STUDY: PRELOADING OF SARBANDAR DECANTER UNITS IN KHOOZESTAN

Pages

  121-128

Abstract

 The most important factor in soil PRELOADING is the consolidation time. In any cases, if installation depth of the vertical drain is less than the design depth (which is equal to the thickness of the compressible layer), a delay of the consolidation process will occur. In this paper, effect of this parameter on consolidation time is determined by NUMERICAL MODELING and then a case study (soil PRELOADING project of Sarbandar decanter units in Khoozestan) is studied. In some areas in this project, the penetrating depth of vertical drains is less than the expected design depth. Comparison has been made between NUMERICAL MODELING and data from field instrumentation could be done.It is concluded that if the penetrating depth of vertical drains is more than 80% of the compressible layer thickness, the delay in the consolidation process seems to be negligible.

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    APA: Copy

    FAKHARIAN, KAZEM, & TASALLOTI, SEYED MOHAMMAD ALI. (2016). NUMERICAL MODELING OF THE EFFECT OF PARTIAL PENETRATION OF VERTICAL DRAINS ON THE CONSOLIDATION PROCESS, CASE STUDY: PRELOADING OF SARBANDAR DECANTER UNITS IN KHOOZESTAN. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 48(2), 121-128. SID. https://sid.ir/paper/165637/en

    Vancouver: Copy

    FAKHARIAN KAZEM, TASALLOTI SEYED MOHAMMAD ALI. NUMERICAL MODELING OF THE EFFECT OF PARTIAL PENETRATION OF VERTICAL DRAINS ON THE CONSOLIDATION PROCESS, CASE STUDY: PRELOADING OF SARBANDAR DECANTER UNITS IN KHOOZESTAN. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2016;48(2):121-128. Available from: https://sid.ir/paper/165637/en

    IEEE: Copy

    KAZEM FAKHARIAN, and SEYED MOHAMMAD ALI TASALLOTI, “NUMERICAL MODELING OF THE EFFECT OF PARTIAL PENETRATION OF VERTICAL DRAINS ON THE CONSOLIDATION PROCESS, CASE STUDY: PRELOADING OF SARBANDAR DECANTER UNITS IN KHOOZESTAN,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 48, no. 2, pp. 121–128, 2016, [Online]. Available: https://sid.ir/paper/165637/en

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