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Title:The dry fraction of unsaturated soils
Authors:ID Leal Vaca, Julio César (Author)
ID Fonseca, Gustavo Gallegos (Author)
ID Rojas González, Eduardo (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2015_Leal_Vaca,_Fonseca,_Rojas_The_dry_fraction_of_unsaturated_soils.pdf (183,91 KB)
MD5: D300C525204F4B74FF3A0AFB8C203394
PID: 20.500.12556/dkum/aa0056a3-7c13-4b5b-a26b-1e9462835021
 
URL http://fgserver3.fg.um.si/journal-ags/2015-2/article-6.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:An equation to account for the shear strength of unsaturated soils is proposed in this paper. This equation is defined as the equivalent stress, and is an extension of Murray’s equation. This approach applies to the general case of bi-modal structured soils showing a macrostructure and microstructure. The theoretical development considers the existence of a dry fraction in addition to the saturated and unsaturated fractions of the soil. These different fractions are included in a porous model, which allows an evaluation of the parameters of the equivalent stress equation. Finally, the paper includes a comparison between theoretical and experimental results. The comparison shows that the proposed equation can be used to estimate the shear strength of unsaturated soils.
Keywords:unsaturated soil, shear strength, equivalent stress, water retention curve
Publication status:Published
Publication version:Version of Record
Year of publishing:2015
Number of pages:str. 67-75
Numbering:Letn. 12, št. 2
PID:20.500.12556/DKUM-70854 New window
ISSN:1854-0171
UDC:624.13
ISSN on article:1854-0171
COBISS.SI-ID:284310784 New window
NUK URN:URN:SI:UM:DK:EPQI7VT9
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:15.06.2018
Views:1516
Downloads:59
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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:Suha frakcija nezasičenih tal
Abstract:V članku je predlagana enačba za račun strižne trdnosti nezasičenih tleh. Ta enačba je definirana kot enakovredna napetost in je razširitev Murrayeve enačbe. Ta pristop se uporablja za splošni primer dvo-modalno strukturiranih tleh, ki kažejo makrostrukturo in mikrostrukturo. Teoretični razvoj obravnava obstoj suhe frakcije poleg zasičene in nezasičene frakcije tal. Te različne frakcije so vključene v porozni model, ki omogoča ovrednotenje parametrov enačbe primerjalne napetosti. Nadalje je izvedena primerjava med teoretičnimi in eksperimentalnimi rezultati. Slednje kaže, da se predlagana enačba lahko uporabi za oceno strižne trdnosti nezasičenih tal.
Keywords:gradbeništvo, nezasičena zemljina, strižna trdnost, zadrževanje vode, ekvivalentna napetost, krivulja zadrževanja vode


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

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