المؤلفون: Mangraviti, Viviana, 1991, Flessati, Luca, di Prisco, Claudio

المصدر: NordicLink - Securing Nordic linear infrastructure networks against climate induced natural hazards International Journal for Numerical and Analytical Methods in Geomechanics. 47(13):2438-2466

مصطلحات موضوعية: geosynthetic reinforcement, geosynthetic-reinforced pile-supported embankments, preliminary design, simplified method, displacement-based design, geosynthetic maximum tensile force

وصف الملف: electronic

URL الوصول: https://research.chalmers.se/publication/536469
https://research.chalmers.se/publication/536469/file/536469_Fulltext.pdf

المؤلفون: Mangraviti, Viviana, 1991, Flessati, Luca, di Prisco, Claudio

المصدر: European Journal of Environmental and Civil Engineering. 27(15):4337-4363

مصطلحات موضوعية: finite difference, Geosynthetic-reinforced pile-supported embankments, geosynthetic, large displacement, embankment construction, arching effect

وصف الملف: electronic

URL الوصول: https://research.chalmers.se/publication/535280
https://research.chalmers.se/publication/535489
https://research.chalmers.se/publication/535489/file/535489_Fulltext.pdf

المؤلفون: Gunnvard, Per, Mattsson, Hans, Laue, Jan

المصدر: Applied Sciences. 12(1)

مصطلحات موضوعية: geosynthetic-reinforced pile-supported embankments, timber piles, square grid, triangular grid, arching, FEM, Geoteknik, Soil Mechanics

وصف الملف: electronic

URL الوصول: https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-88611
https://doi.org/10.3390/app12010166
https://ltu.diva-portal.org/smash/get/diva2:1623653/FULLTEXT01.pdf

المؤلفون: Rashad Alsirawan, Ammar Alnmr, Edina Koch

المصدر: Buildings, Vol 13, Iss 9, p 2179 (2023)

مصطلحات موضوعية: small-scale laboratory model, uniform load distribution, parametric study, geosynthetic-reinforced pile-supported embankments, Building construction, TH1-9745

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2075-5309/13/9/2179; https://doaj.org/toc/2075-5309

URL الوصول: https://doaj.org/article/f074f77660e44488ab925ec1b1aae597

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المؤلفون: Rashad Alsirawan

المصدر: Acta Technica Jaurinensis, Vol 14, Iss 1, Pp 36-59 (2021)

مصطلحات موضوعية: geosynthetic-reinforced pile-supported embankments, tensile forces, load efficiency, Technology

وصف الملف: electronic resource

Relation: https://acta.sze.hu/index.php/acta/article/view/566; https://doaj.org/toc/2064-5228

URL الوصول: https://doaj.org/article/e12cfe548fc8441b949082bf015c1591

المؤلفون: Binli Li, Jin Yu, Yitao Zhou, Yanyan Cai, Shiyu Liu, Bingxiong Tu

المصدر: Alexandria Engineering Journal, Vol 60, Iss 1, Pp 39-48 (2021)

مصطلحات موضوعية: Geosynthetic-reinforced pile-supported embankments, Soil among piles, Pile-soil stress ratio, Consolidation settlement, Soil arching effect, Tension membrane effect, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S111001682030185X; https://doaj.org/toc/1110-0168

URL الوصول: https://doaj.org/article/8dc868d2f224464d965e528e160a935c

المؤلفون: Viviana Mangraviti, Luca Flessati, Claudio di Prisco

المصدر: European Journal of Environmental and Civil Engineering

مصطلحات موضوعية: arching effect, embankment construction, Geosynthetic-reinforced pile-supported embankments, Environmental Engineering, finite difference, large displacement, geosynthetic, Civil and Structural Engineering

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8ecd1fc851561337e891a1a9b64096f0
https://doi.org/10.1080/19648189.2023.2190400

المؤلفون: Per Gunnvard, Hans Mattsson, Jan Laue

المصدر: Applied Sciences, Vol 12, Iss 1, p 166 (2021)

مصطلحات موضوعية: geosynthetic-reinforced pile-supported embankments, timber piles, square grid, triangular grid, arching, FEM, Technology, Engineering (General). Civil engineering (General), TA1-2040, Biology (General), QH301-705.5, Physics, QC1-999, Chemistry, QD1-999

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2076-3417/12/1/166; https://doaj.org/toc/2076-3417

URL الوصول: https://doaj.org/article/a838753c18424ac2a875cb1a5a780976

المؤلفون: Rashad Alsirawan, Edina Koch, Ammar Alnmr

المصدر: Sustainability; Volume 15; Issue 7; Pages: 6196

مصطلحات موضوعية: Renewable Energy, Sustainability and the Environment, Geography, Planning and Development, Building and Construction, Management, Monitoring, Policy and Law, simplified design method, load efficiency, geosynthetic tension, geosynthetic-reinforced pile-supported embankments

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::186756545fdc8648f1da440cac70380c