A computer-controlled triaxial test apparatus for measuring swelling characteristics of reconstituted clay-bearing rock

To avoid problems encountered during and after the construction of engineering projects built within swelling rocks and soils, real data related to swelling stress and strains should be used to model such phenomena. A computer-controlled triaxial swelling test apparatus was developed to determine the swelling potentials for rock and soil specimens. It allows one to measure three-dimensional swelling strains and stress in a cylindrical specimen under variable axial and confinement stress variables. Triaxial swell tests were performed using three different procedures: free swell, strain-controlled, and stress-controlled under different axial and confinement stress conditions. The results of several tests conducted on reconstituted clay-bearing rock samples were statistically analyzed and mathematical models were presented and evaluated. Copyright © 2008 by ASTM International.

Dergi Adı Geotechnical Testing Journal
Dergi Cilt Bilgisi 31
Dergi Sayısı 4
Sayfalar 279 - 284
Yayın Yılı 2008
Eser Adı
[dc.title]
A computer-controlled triaxial test apparatus for measuring swelling characteristics of reconstituted clay-bearing rock
Yazar
[dc.contributor.author]
Bilir M.E.
Yazar
[dc.contributor.author]
Sari D.
Yazar
[dc.contributor.author]
Muftuoglu Y.V.
Yayın Yılı
[dc.date.issued]
2008
Yayın Türü
[dc.type]
article
Özet
[dc.description.abstract]
To avoid problems encountered during and after the construction of engineering projects built within swelling rocks and soils, real data related to swelling stress and strains should be used to model such phenomena. A computer-controlled triaxial swelling test apparatus was developed to determine the swelling potentials for rock and soil specimens. It allows one to measure three-dimensional swelling strains and stress in a cylindrical specimen under variable axial and confinement stress variables. Triaxial swell tests were performed using three different procedures: free swell, strain-controlled, and stress-controlled under different axial and confinement stress conditions. The results of several tests conducted on reconstituted clay-bearing rock samples were statistically analyzed and mathematical models were presented and evaluated. Copyright © 2008 by ASTM International.
Kayıt Giriş Tarihi
[dc.date.accessioned]
2019-12-23
Açık Erişim Tarihi
[dc.date.available]
2019-12-23
Yayın Dili
[dc.language.iso]
eng
Konu Başlıkları
[dc.subject]
Strain
Konu Başlıkları
[dc.subject]
Stress
Konu Başlıkları
[dc.subject]
Swelling
Konu Başlıkları
[dc.subject]
Triaxial test apparatus
Haklar
[dc.rights]
info:eu-repo/semantics/closedAccess
ISSN
[dc.identifier.issn]
0149-6115
İlk Sayfa Sayısı
[dc.identifier.startpage]
279
Son Sayfa Sayısı
[dc.identifier.endpage]
284
Dergi Adı
[dc.relation.journal]
Geotechnical Testing Journal
Dergi Sayısı
[dc.identifier.issue]
4
Dergi Cilt Bilgisi
[dc.identifier.volume]
31
Tek Biçim Adres
[dc.identifier.uri]
https://hdl.handle.net/20.500.12628/3918
Görüntülenme Sayısı ( Şehir )
Görüntülenme Sayısı ( Ülke )
Görüntülenme Sayısı ( Zaman Dağılımı )
Görüntülenme
10
09.12.2022 tarihinden bu yana
İndirme
1
09.12.2022 tarihinden bu yana
Son Erişim Tarihi
04 Şubat 2024 06:35
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Tıklayınız
swelling stress strains different confinement stress-controlled strain-controlled variable variables procedures performed Triaxial conditions results presented International Copyright evaluated models several mathematical analyzed statistically samples clay-bearing specimen conducted reconstituted cylindrical should related within projects engineering construction
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