Geosynthetic-reinforced soil structures with concave facing profile (English)
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In:
Geotextiles and geomembranes
;
44
, 3
; 358-365
;
2016
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ISSN:
- Article (Journal) / Print
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Title:Geosynthetic-reinforced soil structures with concave facing profile
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Contributors:
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Published in:Geotextiles and geomembranes ; 44, 3 ; 358-365
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Publisher:
- New search for: Elsevier
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Place of publication:Amsterdam [u.a.]
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Publication date:2016
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ISSN:
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ZDBID:
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DOI:
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Type of media:Article (Journal)
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Type of material:Print
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Language:English
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Keywords:
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Classification:
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Source:
Table of contents – Volume 44, Issue 3
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 219
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Performance of a geogrid reinforced soil wall on PVD drained multilayer soft soilsChen, Jian-Feng / Tolooiyan, Ali / Xue, Jian-Feng / Shi, Zhen-Ming et al. | 2015
- 230
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Experimental and DEM investigation of geogrid–soil interaction under pullout loadsWang, Zhijie / Jacobs, Felix / Ziegler, Martin et al. | 2015
- 247
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Analysis of geomembrane whale due to liquid flow through composite linerGuo, Wei / Chu, Jian / Zhou, Bo / Sun, Liqiang et al. | 2015
- 254
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Effect of particle size of sand and surface asperities of reinforcement on their interface shear behaviourVangla, Prashanth / Latha Gali, Madhavi et al. | 2015
- 269
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Laboratory analysis of encased stone columnsMiranda, Marina / Da Costa, Almudena et al. | 2015
- 278
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Assessment of friction properties at geotextile encapsulated-sand systems' interfaces used for coastal protectionMoreira, Andreia / Vieira, Castorina Silva / das Neves, Luciana / Lopes, Maria Lurdes et al. | 2015
- 287
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Evaluation of the combined effect of toe resistance and facing inclination on the behavior of GRS wallsMirmoradi, S.H. / Ehrlich, M. / Dieguez, C. et al. | 2015
- 295
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A three-dimensional finite element approach for modeling biaxial geogrid with application to geogrid-reinforced soilsHussein, M.G. / Meguid, M.A. et al. | 2015
- 308
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Material point modelling of releasing geocontainers from a bargeHamad, Fursan / Stolle, Dieter / Moormann, Christian et al. | 2015
- 319
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Electrokinetic strengthening of slopes – Case historyLamont-Black, J. / Jones, C.J.F.P. / Alder, D. et al. | 2016
- 332
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Modified unit cell approach for modelling geosynthetic-reinforced column-supported embankmentsYu, Yan / Bathurst, Richard J. / Damians, Ivan P. et al. | 2016
- 344
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Reinforcement and mud-pumping benefits of geosynthetics in railway tracks: Numerical analysisChawla, Sowmiya / Shahu, J.T. et al. | 2016
- 358
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Geosynthetic-reinforced soil structures with concave facing profileVahedifard, Farshid / Shahrokhabadi, Shahriar / Leshchinsky, Dov et al. | 2016
- 366
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Reinforcement and mud-pumping benefits of geosynthetics in railway tracks: Model testsChawla, Sowmiya / Shahu, J.T. et al. | 2016
- 381
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Load transfer mechanisms in geotextile-reinforced embankments overlying voids: Numerical approach and designVillard, Pascal / Huckert, Audrey / Briançon, Laurent et al. | 2016
- 396
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Direct shear tests on geosynthetic-encased granular columnsMohapatra, Sunil Ranjan / Rajagopal, K. / Sharma, Jitendra et al. | 2016
- 406
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Imperial smelting furnace (zinc) slag as a structural fill in reinforced soil structuresPrasad, P.S. / Ramana, G.V. et al. | 2016
- 429
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Mechanistic-empirical approach to characterizing permanent deformation of reinforced soft soil subgradeTang, Xiaochao / Stoffels, Shelley M. / Palomino, Angelica M. et al. | 2015
- 442
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Load transfer mechanisms in geotextile-reinforced embankments overlying voids: Experimental and analytical approachesHuckert, Audrey / Briançon, Laurent / Villard, Pascal / Garcin, Patrick et al. | 2015
- 457
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Performance of the new reinforcement system in the increase of shear strength of typical geogrid interface with soilMosallanezhad, M. / Alfaro, M.C. / Hataf, N. / Sadat Taghavi, S.H. et al. | 2015
- 463
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Discussion of Palmeira, E. and Tatto, J. (2015). “Behaviour of geotextile filters in armoured slopes subjected to the action of waves.” Geotextiles and Geomembranes, 10.1016/j.geotexmem.2014.11.003, 46–55Chen, Xuguang et al. | 2015
- 465
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Reply from authors Palmeira, E. and Tatto, J. (2015). “Behaviour of geotextile filters in armoured slopes subjected to the action of waves.” Geotextiles and Geomembranes, 10.1016/j.geotexmem.2014.11.003, 46–55| 2015
- 466
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Behavior of cement-stabilized fiber-reinforced pond ash, rice husk ash–soil mixturesKumar, Arvind / Gupta, Deepak et al. | 2015
- 475
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Pullout resistance of bearing reinforcement embedded in marginal lateritic soil at molding water contentsSukmak, Kampanart / Sukmak, Patimapon / Horpibulsuk, Suksun / Chinkulkijniwat, Avirut / Arulrajah, Arul / Shen, Shui-Long et al. | 2015
- 484
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Geotextiles and Geomembranes: Best papers in 2014Rowe, R. Kerry et al. | 2015
- 485
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Discussion of “Stress–strain behavior of a silty soil reinforced with polyethylene terephthalate (PET)” by E. Botero, A. Ossa, G. Sherwell and E. Ovando-Shelley, Geotextiles and Geomembranes 43 (2015) 363–369Gao, Lei / Hu, Guohui et al. | 2015
- 487
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Reply to the discussion by Gao, L. and Hu, G., on “Stress-strain behavior of a silty soil reinforced with polyethylene terephthalate (PET)” [Geotextiles and Geomembranes 43 (4), 2015, pp. 363–369]Botero, E. / Ossa, A. et al. | 2015
- IFC
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Editorial Board/Aims & Scope| 2016