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- 01H69ZKNSSRVB7F7WNB0HDAHZ8 classification C1.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 date "2023".
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 language "eng".
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 type conference.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 hasPart 01H6A05SR02R4GZ1DMJAMR74GE.pdf.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 subject "Technology and Engineering".
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 doi "10.53243/ICEG2023-71".
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 presentedAt urn:uuid:95dd954b-2a21-4555-a9c7-8ded2cfb9012.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 volume "3".
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 abstract "Various types of geosynthetics are utilized in conjunction with concrete panels, gabions encased in steel wire mesh, or as a wrap-up solution to stabilize steep slopes. Geogrids have become a prevalent choice for stabilization and reinforcement in the environmental and civil sectors. However, due to their characteristics, they are susceptible to experiencing increased displacements in the long term as a result of creep deformations due to ageing under sustained loads. The degradation in the stiffness of reinforced fill structures is in fact primarily attributed to the impact of creep behaviour. Visco-elastic geogrid model and hardening soil model can be combined and applied in the prediction of time dependent deformations of the geogrid-soil composite. In this study, extensive numerical analysis has been conducted to examine the deformation behaviour of geogrids over longer periods. With the information of technical details regarding geogrids from the manufacturer, we can have input parameters used by Plaxis2D, and then with the help of the Visco-elastic (time-dependent) model, we can predict the long-term behaviour of the geogrids. The Pull-out tests supported the interface values between the geogrid and the soil. The scope of this paper has been limited to showing preliminary results of a first stage of a Ph.D. study by predicting the creep strain of geogrid in long-term. The results of this study will aid in predicting the future creep behaviour of reinforced fill structures through the utilization of the Finite Element software, PLAXIS 2D.".
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 author F6E80D1A-F0ED-11E1-A9DE-61C894A0A6B4.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 author aeeb8fc1-fedd-11eb-8836-a7d2c8088bd2.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 dateCreated "2023-07-26T20:52:51Z".
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 dateModified "2024-10-29T17:42:38Z".
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 editor urn:uuid:306644c4-8981-48a8-9d87-6be2e51c6276.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 editor urn:uuid:92b8d5ee-04e5-4fd6-975e-f427efeb0c99.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 editor urn:uuid:bc8b9d90-c1fa-4af2-8f5a-0b89ed185493.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 editor urn:uuid:f54948e6-3f76-456a-8fb3-e5c549450e76.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 name "Prediction of creep behaviour of geogrid reinforced fill structure using numerical analysis : a finite element method".
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 pagination urn:uuid:5a59f3ba-de15-4995-aaf2-43f12ac350bd.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 publisher urn:uuid:edb0bd9c-3e40-4a56-aeff-187e20c5ca26.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 sameAs LU-01H69ZKNSSRVB7F7WNB0HDAHZ8.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 sourceOrganization urn:uuid:1460f4ce-2d9e-40fa-95fa-5002112640ca.
- 01H69ZKNSSRVB7F7WNB0HDAHZ8 type C1.