An Original Testing Apparatus for Rapid Pull-Out Test
Pull-out test is commonly used to investigate the pull-out behavior of geotextile reinforcement embedded in soil. It is also used by different authors to propose interface friction angles values. Unfortunately these works mainly deal with cyclic loadings with reference to seismic action, which are b...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Petra Christian University
2014-01-01
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| Series: | Civil Engineering Dimension |
| Subjects: | |
| Online Access: | http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/19041 |
| _version_ | 1818833000231600128 |
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| author | Aprialdi, D. Lambert, S. Jenck, O. , Erizal Widyarti, M. |
| author_facet | Aprialdi, D. Lambert, S. Jenck, O. , Erizal Widyarti, M. |
| author_sort | Aprialdi, D. |
| collection | DOAJ |
| description | Pull-out test is commonly used to investigate the pull-out behavior of geotextile reinforcement embedded in soil. It is also used by different authors to propose interface friction angles values. Unfortunately these works mainly deal with cyclic loadings with reference to seismic action, which are believed to be different to the load exposed to reinforced earthworks due to lateral impacts. Therefore an original rapid pull-out test apparatus is proposed in this study. This article assess the proposed test method in addressing the rapid pull-out response of a geotextile embedded in soil. The testing apparatus allows investigating shear velocities within the range of 0.1 to 1.2 m/s. This test method seems promising in addressing the response of soil-geotextile interfaces under dynamic loadings. Nevertheless, improvements concerning the testing apparatus are still required. The loading system could be modified to avoid oscillations and specific equipment should be added to increase the normal stress. |
| first_indexed | 2024-12-19T02:11:58Z |
| format | Article |
| id | doaj.art-f544f0e10a444e8f94cf75b1431554f6 |
| institution | Directory Open Access Journal |
| issn | 1410-9530 1979-570X |
| language | English |
| last_indexed | 2024-12-19T02:11:58Z |
| publishDate | 2014-01-01 |
| publisher | Petra Christian University |
| record_format | Article |
| series | Civil Engineering Dimension |
| spelling | doaj.art-f544f0e10a444e8f94cf75b1431554f62022-12-21T20:40:43ZengPetra Christian UniversityCivil Engineering Dimension1410-95301979-570X2014-01-011626167An Original Testing Apparatus for Rapid Pull-Out TestAprialdi, D.0Lambert, S.1Jenck, O.2, Erizal3Widyarti, M.4 Civil and Environmental Engineering, Faculty of Agricultural Engineering and Technology, Bogor Agricultural University, Kampus IPB Darmaga, Bogor, West Java Irstea, UR ETGR, 2 rue de la papeterie, F-38402 St-Martin d'Hères Laboratoire Sols, Solides, Structures et Risques (3SR), Joseph Fourier University, Grenoble INP, CNRS, Grenoble Civil and Environmental Engineering, Faculty of Agricultural Engineering and Technology, Bogor Agricultural University, Kampus IPB Darmaga, Bogor, West Java Civil and Environmental Engineering, Faculty of Agricultural Engineering and Technology, Bogor Agricultural University, Kampus IPB Darmaga, Bogor, West Java Pull-out test is commonly used to investigate the pull-out behavior of geotextile reinforcement embedded in soil. It is also used by different authors to propose interface friction angles values. Unfortunately these works mainly deal with cyclic loadings with reference to seismic action, which are believed to be different to the load exposed to reinforced earthworks due to lateral impacts. Therefore an original rapid pull-out test apparatus is proposed in this study. This article assess the proposed test method in addressing the rapid pull-out response of a geotextile embedded in soil. The testing apparatus allows investigating shear velocities within the range of 0.1 to 1.2 m/s. This test method seems promising in addressing the response of soil-geotextile interfaces under dynamic loadings. Nevertheless, improvements concerning the testing apparatus are still required. The loading system could be modified to avoid oscillations and specific equipment should be added to increase the normal stress.http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/19041Dynamic loading; pull-out test; soil–geotextile interface. |
| spellingShingle | Aprialdi, D. Lambert, S. Jenck, O. , Erizal Widyarti, M. An Original Testing Apparatus for Rapid Pull-Out Test Civil Engineering Dimension Dynamic loading; pull-out test; soil–geotextile interface. |
| title | An Original Testing Apparatus for Rapid Pull-Out Test |
| title_full | An Original Testing Apparatus for Rapid Pull-Out Test |
| title_fullStr | An Original Testing Apparatus for Rapid Pull-Out Test |
| title_full_unstemmed | An Original Testing Apparatus for Rapid Pull-Out Test |
| title_short | An Original Testing Apparatus for Rapid Pull-Out Test |
| title_sort | original testing apparatus for rapid pull out test |
| topic | Dynamic loading; pull-out test; soil–geotextile interface. |
| url | http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/19041 |
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