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Title:Experimental research on variation of pore water pressure in constant rate of strain consolidation test
Authors:ID Ahmadi, Hojjat (Author)
ID Rahimi, Hassan (Author)
ID Soroush, Abbas (Author)
ID Alén, Claes (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2014_Ahmadi_et_al._Experimental_research_on_variation_of_pore_water_pressure_in_constant_rate_of_strain_conso.pdf (576,58 KB)
MD5: 2FDEC29A323B7AAD8EE51E4587B13DBD
PID: 20.500.12556/dkum/96af4c02-212a-4526-b8ec-a7fa8a324e0b
 
URL http://fgserver3.fg.um.si/journal-ags/2014-2/article-4.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Constant rate of strain (CRS) consolidation is a rapid test method which is used for determination of compressibility of clayey soils. In a CRS test, the appropriate strain rate is selected based on pore water pressure ratio, i.e. the ratio of pore pressure to total stress. In the present study, to investigate the effect of strain rate on variation of pore water pressure ratio, four different clay samples of different plasticity were tested by CRS apparatus. The results of the experiments showed that the trend of variation of pore water pressure is dependent on the drained water flow regime which may be either Darcy or non-Darcy. The results also indicated that the plasticity of clay does not have considerable effect on variation of pore water pressure.
Keywords:constant rate of strain, consolidation, pore water pressure ratio, soil plasticity, Darcy and non-Darcy flow
Publication status:Published
Publication version:Version of Record
Year of publishing:2014
Number of pages:str. 47-57
Numbering:Letn. 11, št. 2
PID:20.500.12556/DKUM-70822 New window
ISSN:1854-0171
UDC:624.13
ISSN on article:1854-0171
COBISS.SI-ID:281012480 New window
NUK URN:URN:SI:UM:DK:UEQPLROI
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:14.06.2018
Views:1052
Downloads:94
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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:Eksperimentalna raziskava variiranja pritiska porne vode s konsolidacijskim testom pri konstantnih specifičnih deformacijah
Abstract:Konsolidacija pri konstantnih specifičnih deformacijah je preiskava, ki se uporablja za hitro določanje stisljivosti glinenih zemljin. Pri preiskavi se izbere primerno stopnjo specifične deformacije glede na razmerje med pornim pritiskom in totalno napetostjo. Da bi raziskali učinek stopnje specifične deformacije na variiranje pornega tlaka, so bili preiskani štirje vzorci gline različno plastične gline. Rezultati preizkusov so pokazali, da je tendenca variiranja pritiska porne vode odvisna od režima odtekanja vode, ki je lahko Darcyjev ali ne-Darcyjev, prav tako pa tudi, da plastičnost glin nima upoštevanja vrednega učinka na variiranje pritiska porne vode.
Keywords:plastičnost zemljin, deformacije, konsolidacija, stopnja pornega vodnega tlaka, konstantne specifične deformacije, konsolidacija, stopnja pornega vodnega tlaka, Darcyjev, ne-Darcyjev tok


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

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