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Title:Relationship between the compressive and tensile strengths of lime-treated clay containing coconut fibres
Authors:ID Anggraini, Vivi (Author)
ID Huat, Bujang (Author)
ID Asadi, Afshin (Author)
ID Nahazanan, Haslinda (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2015_Anggraini_et_al._Relationship_between_the_compressive_and_tensile_strengths_of_lime-treated_clay_contain.pdf (755,61 KB)
MD5: 9036829AEE77A0DC84B662844C5B097F
PID: 20.500.12556/dkum/9e6380f4-f38a-4920-9353-53fd9fc3539b
 
URL http://fgserver3.fg.um.si/journal-ags/2015-1/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:The effects of coconut fibre on the mechanical characteristics of lime-treated clay are investigated in this study. The lime-treated clay specimens were prepared with a variety of coconut-fibre contents, i.e., 0.5%, 1%, 1.5% and 2%, in terms of the weight of dry soil. The stabilized specimens were tested at 7, 28 and 90 days after the treatment in order to observe the evolution of the mechanical resistance with time. The results of the unconfined compressive strength tests were used to determine the relationships between the compressive strengths and the indirect tensile strengths of the stabilized soil. Furthermore, the optimum percentage of coconut fibre mixed in the soil/lime mixtures was 1% of the dry mass and reinforcement at 90 days increases the peak compressive strength and the indirect tensile strength. Coconut-fibre inclusion changes the brittle behaviour of the lime-treated clay soil to give it a more ductile character.
Keywords:coconut fibre, lime, compressive strength, indirect tensile strength, clay soil, failure characteristics
Publication status:Published
Publication version:Version of Record
Year of publishing:2015
Number of pages:str. 49-57
Numbering:Letn. 12, št. 1
PID:20.500.12556/DKUM-70831 New window
ISSN:1854-0171
UDC:624.13
ISSN on article:1854-0171
COBISS.SI-ID:284356864 New window
NUK URN:URN:SI:UM:DK:USONJ00D
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:14.06.2018
Views:1443
Downloads:75
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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:Povezava med tlačno in natezno trdnostjo z apnom obdelanih glin, ki vsebujejo kokosova vlakna
Abstract:V članku so predstavljeni izsledki študije vplivov kokosovih vlaken na mehanske karakteristike z apnom obdelanih glin. Z apnom obdelani vzorci gline so bili pripravljeni z različnimi vsebnostmi kokosovih vlaken, in sicer z 0.5%, 1%, 1.5% in 2% teže glede na suho težo zemljine. Časovni razvoj mehanskega odpora utrjenih vzorcev je bil opazovan tako, da so bili preizkušeni po 7, 28 in 90 dneh od dneva obdelave z apnom. Rezultati preizkusa enoosne tlačne trdnosti so bili uporabljeni za določitev odnosa med tlačno trdnostjo in indirektno natezno trdnostjo z apnom utrjene zemljine. Nadalje je bilo ugotovljeno, da je optimalni delež kokosovih vlaken zmešanih v zmeseh zemljina-apno enak 1% suhe mase ter, da je takšna ojačitev v 90 dneh zvišala najvišjo tlačno trdnost in indirektno natezno trdnost. Dodajanje kokosovih vlaken spremeni krhki odziv z apnom obdelane gline v bolj duktilnega.
Keywords:kokosova vlakna, apno, tlačna trdnost, posredna natezna trdnost, glinena zemljina, karakteristike porušitve, geotehnika


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

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