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Title:Settlement of weakly cemented tufas
Authors:ID Dipova, Nihat (Author)
ID Ufuk, Ergun (Author)
ID Vedat, Doyuran (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2014_Nihat,_Ufuk,_Vedat_Settlement_of_weakly_cemented_tufas.pdf (454,12 KB)
MD5: 2753E93FE994AEEFC67FB97627BA0AD0
PID: 20.500.12556/dkum/78fb3d90-859f-4291-80a5-405293d3a5d2
 
URL http://fgserver3.fg.um.si/journal-ags/2014-1/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:Weakly cemented tufas are sand and silt size soils that are weakly bonded with thin films of carbonate cement. The void ratio is rather high and equal to approximately 1.2. Collapse occurs as a result of the destruction of the weak bonds upon loading and/or wetting. The index properties and the collapse potential (Cp) of tufa were determined in the laboratory. In the determination of the collapse-potential values the single-ring oedometer method was considered to be a suitable and simpler tool. In plotting the oedometer test results the use of a natural scale was preferred over a logarithmic scale so that the void ratio-pressure relationship is polynomial. Under loading the soil settles with the natural water content; however, saturation increases the collapse that is initially triggered by the pressure increase. The pressure level is a significant parameter in the magnitude of the collapse and therefore in the total settlement. The settlement of foundations due to a collapse of the soil structure can be estimated directly using the oedometer test results and empirically using the index properties, like the initial void ratio (e0), the difference in the fine content between the dry and the wet sieve analyses (PFAW) and the natural unit weight. A comparison of the direct and empirical approaches yielded a good agreement.
Keywords:Antalya, collapse potential, collapsible soils, settlement, tufa
Publication status:Published
Publication version:Version of Record
Year of publishing:2014
Number of pages:str. 29-39
Numbering:Letn. 11, št. 1
PID:20.500.12556/DKUM-70814 New window
ISSN:1854-0171
UDC:624.13
ISSN on article:1854-0171
COBISS.SI-ID:281002240 New window
NUK URN:URN:SI:UM:DK:BB01YA04
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:14.06.2018
Views:962
Downloads:202
Metadata:XML DC-XML DC-RDF
Categories:Misc.
:
DIPOVA, Nihat, UFUK, Ergun and VEDAT, Doyuran, 2014, Settlement of weakly cemented tufas. Acta geotechnica Slovenica [online]. 2014. Vol. 11, no. 1, p. 29–39. [Accessed 4 April 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=70814
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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:Usedanje šibko cementiranega tufa
Abstract:Šibko cementiran tuf je zemljina z velikostjo zrn peska in melja, ki so šibko povezana s tankimi plastmi karbonatnega cementa. Količnik por je dokaj velik, okoli 1,2. Zrušitev teh zemljin se pojavi kot rezultat popuščanja rahlih vezi zaradi obtežitve ali namočenosti. Njihove indeksne lastnosti in zrušitveni potencial smo določili v laboratoriju. Pri določanju vrednosti zrušitvenega potenciala smo uporabili edometrsko metodo, s tem da smo pri risanju rezultatov testov privzeli naravno skalo in ne logaritemske, tako da je razmerje med količnikom por in tlakom polinomsko. Pri obremenitvi se naravno vlažna zemljina posede, poveča se zasičenost in s tem obseg zrušitve. Pritisk je pomemben parameter pri obsegu zrušitve in s tem tudi pri celotnem posedku. Posedanje temeljev zaradi zrušenja zemljinske strukture lahko neposredno ocenimo iz rezultatov edometrskih testov in empirično z uporabo indeksnih lastnosti kot so začetni količnik por, razlika v fini sestavi med suho in mokro sejalno metodo in prostorninska teža. Primerjava med direktnimi in empiričnimi pristopi je pokazala precejšnje ujemanje.
Keywords:geotehnika, zgradbe, tuf, usedline, zrušljive zemljine, zrušitveni potencial, Turčija, Antalya, zrušitveni potencial, usedlina, tuf


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This document is a part of these collections:
  1. Acta geotechnica Slovenica

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