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Title:Performance of soilnailed and anchored walls based on fieldmonitoring data in different soil conditions in Istanbul
Authors:ID Çetin, Dogan (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2016_Çetin_Performance_of_soilnailed_and_anchored_walls_based_on_fieldmonitoring_data_in_different_soil_condi.pdf (483,16 KB)
MD5: 4604703C572A4C6AE0E7A738DF78B6C0
PID: 20.500.12556/dkum/52fdd5c9-dd8e-40c1-bf81-cc4fcd301ee1
 
URL http://fgserver3.fg.um.si/journal-ags/2016-1/article-5.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:In this study, data on the lateral wall displacements of 28 deep excavations in Istanbul soil from over 90 field monitors were collected and analysed. The most commonly used retaining walls for deep excavations in Istanbul are soil-nailed shotcrete walls (SNPWs) and contiguous pile walls (CPWs). Other types of retaining walls include anchored micropile walls (MPWs), diaphragm walls (DWs), concrete walls (CWs) and secantpile walls (SPWs). The analyses were performed under two main headings: analysis of soil-nailed walls’ data and analysis of anchored walls’ data. The data of δh,max generally range from 0.05%H to 0.35%H with an average value of 0.20%H in the soil-nailed projects. The data of δh,max generally range from 0.043%H to 0.32%H with an average value of 0.155%H in anchored pile wall projects. Some factors affecting the deformation of deep excavations, such as nail density, embedded wall ratio and wall stiffness, were studied based on field-monitoring data. Wall movements were also compared with observations in some case histories from around the world.
Keywords:deep excavation, wall displacement, soil formation, soilnailed wall, anchored wall
Publication status:Published
Publication version:Version of Record
Year of publishing:2016
Number of pages:str. 49-63
Numbering:Letn. 13, št. 1
PID:20.500.12556/DKUM-70871 New window
ISSN:1854-0171
ISSN on article:1854-0171
COBISS.SI-ID:302750464 New window
NUK URN:URN:SI:UM:DK:RXX0RCLY
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:18.06.2018
Views:1114
Downloads:210
Metadata:XML DC-XML DC-RDF
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:Obnašanje zemljine ojačane s pasivnimi sidri in brizganim betonom ter sidranih zidov na podlagi podatkov terenskega monitoringa v različnih pogojih tal v Istanbulu
Abstract:V študiji so, iz več kot 90 terenskih opazovanj, zbrani in analizirani podatki o bočnih premikih sten 28 globokih izkopov v Istanbulu. Najbolj pogosto uporabljeni podporni zidovi za izvedbo globokih izkopov v Istanbulu so zidovi iz pasivnih sider in brizganega betona (SNPWs) in kontinuirane pilotne stene (CPWs). Druge vrste podpornih zidov vključujejo sidrane stene iz mikro pilotov (MPWs), diafragme (DWs), betonske stene (CWs) in pilotne stene s prekrivanjem pilotov (SPWs). Analize so bile izvedene za podatke za zidove iz pasivnih sider in brizganega betona ter podatke za sidrane zidove. Vrednosti maksimalnih bočnih pomikov zidu δh,max za projekte iz pasivnih sider in brizganega betona se splošno gibljejo od 0.05%H do 0.35%H, s povprečno vrednostjo 0.20%H. Medtem, ko se vrednosti maksimalnih bočnih pomikov zidu δh,max za projekte s sidranimi pilotnimi stenami splošno gibljejo od 0.043%H do 0.32%H, s povprečno vrednostjo 0.155%H. Nekateri dejavniki, ki vplivajo na deformacije globokih izkopov, kot so gostota pasivnih sider, kvocient vpetja stene in togost stene, so bili proučevani na osnovi podatkov terenskega opazovanja. Premiki zidu so bili primerjani tudi z rezultati opazovanj bočnih premikov nekaterih primerov varovanja izkopov iz celega sveta.
Keywords:globoki izkop, premik zidu, sestava tal, zaščita iz pasivnih sider in brizganega betona, sidrani zid


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  1. Acta geotechnica Slovenica

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