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Title:Numerical modeling of floating prefabricated vertical drains in layered soil
Authors:ID Ikhya, Ikhya (Author)
ID Schweiger, Helmut (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2012_Ikhya,_Schweiger_Numerical_modeling_of_floating_prefabricated_vertical_drains_in_layered_soil.pdf (727,36 KB)
MD5: E42A11470C01183FA09499FA19B28BD8
PID: 20.500.12556/dkum/debdada2-5b19-4778-8f15-49091a41833c
 
URL http://fgserver3.fg.um.si/journal-ags/2012-2/article-3.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:This paper presents a comparison of field measurements and a numerical model of settlements based on the construction of an embankment on soft soil for the Cirebon Power Plant Project in Indonesia, where prefabricated vertical drains (PVDs) were installed. In the numerical model, floating PVDs in two soil layers for two- and one-way drainage conditions are examined in order to determine the optimum penetration depth. In this study, good agreement between the field measurements of the settlements and the numerical prediction could be achieved. An interesting result of this study is that the differences in the stiffness and/or the permeability in the unimproved area below the PVD tip have a significant influence on the optimum penetration depth (L/H) in the two-soil-layer condition. The numerical study showed that it is possible to use floating PVDs in single drainage conditions if the second layer is stiffer and/or more permeable than the first layer.
Keywords:two soil layers, floating prefabricated vertical drain, double and single drainage, numerical model, soft clay, consolidation
Publication status:Published
Publication version:Version of Record
Year of publishing:2012
Number of pages:str. 25-35
Numbering:Letn. 9, št. 2
PID:20.500.12556/DKUM-70779 New window
ISSN:1854-0171
UDC:550.3:624.136.2
ISSN on article:1854-0171
COBISS.SI-ID:270604544 New window
NUK URN:URN:SI:UM:DK:NSRFZMCV
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:13.06.2018
Views:1247
Downloads:95
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Categories:Misc.
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Record is a part of a journal

Title:Acta geotechnica Slovenica
Shortened title:Acta geotech. Slov.
Publisher:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
ISSN:1854-0171
COBISS.SI-ID:215987712 New window

Secondary language

Language:Slovenian
Title:Numerično modeliranje plavajočih montažnih navpičnih drenaž v večplastni zemljini
Abstract:Članek prikazuje primerjavo terenskih meritev in numerični model posedanja nasipov na mehkih tleh v okviru indonezijskega projekta Cirebon Power Plant, kjer so bile nameščene montažne vertikalne drenaže (MVD). Za določitev optimalne globine namestitve drenaž so bile z numeričnim modelom preučene plavajoče MVD v dvoslojnih tleh pri pogojih dreniranja v eni in obeh plasteh. Študija je pokazala dobro ujemanje terenskih meritev posedanja z numeričnimi napovedmi. Zanimiv rezultat študije je, da razlike v togosti in/ali prepustnosti neizboljšane zemljine pod konico MVD pomembno vplivajo na optimalno penetracijsko globino (L/H) v dvoslojnih tleh. Numerična študija je pokazala, da se lahko plavajoče MVD uporabijo za enojno drenažo, če je druga plast bolj toga in/ali bolj prepustna kot prva plast.
Keywords:geofizika, geotehnika, nasipi, posedanje, drenaža, glina, numerični modeli, meritve, Indonezija, dvoslojna tla, plavajoče montažne vertikalne drenaže, dvojna in enojna drenaža, mehka glina, konsolidacija


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  1. Acta geotechnica Slovenica

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