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المؤلفون: de Frias Lopez, Ricardo
المساهمون: Silfwerbrand, Johan, Professor, Korkiala-Tanttu, Leena, Associate Professor
المصدر: TRITA-ABE-DLT.
مصطلحات موضوعية: Discrete element method, granular materials, particle-scale behaviour, particle degradation, permanent deformation, resilient modulus, rockfill embankment, soil fabric, Diskreta elementmetoden, grusmaterial, verkningssätt på partikelnivå, nedbrytning, styvhet, stenfylld bank, skelettstruktur, Transport Infrastructure, Transportinfrastruktur
وصف الملف: electronic
URL الوصول: https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-273323
https://kth.diva-portal.org/smash/get/diva2:1430090/FULLTEXT02.pdf -
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المؤلفون: de Frias Lopez, Ricardo
المساهمون: Silfwerbrand, Johan, Professor, Ekblad, Jonas, Adjunct professor, Birgisson, Björn, Guest professor, Johansson, Jörgen, Dr
المصدر: TRITA-JOB. LIC.
مصطلحات موضوعية: discrete element method, force distribution, gap-graded mixtures, granular materials, particle-scale behaviour, permanent deformation, resilient modulus, soil fabric, binära blandningar, diskreta elementmetoden, grusmaterial, kraftöverföring, verkningssätt på partikelnivå, skelettstruktur, styvhet, Byggvetenskap, Civil and Architectural Engineering
وصف الملف: electronic
URL الوصول: https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-195598
https://kth.diva-portal.org/smash/get/diva2:1046841/FULLTEXT01.pdf -
3كتاب إلكتروني
المساهمون: Herrmann, HelmutAff1, Bucksch, Herbert
المصدر: Wörterbuch GeoTechnik/Dictionary Geotechnical Engineering : Deutsch-Englisch/German-English. :603-603
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4مورد إلكتروني
مصطلحات الفهرس: Discrete element method, granular materials, particle-scale behaviour, particle degradation, permanent deformation, resilient modulus, rockfill embankment, soil fabric, Diskreta elementmetoden, grusmaterial, verkningssätt på partikelnivå, nedbrytning, styvhet, stenfylld bank, skelettstruktur, Geotechnical Engineering, Geoteknik, Doctoral thesis, comprehensive summary, info:eu-repo/semantics/doctoralThesis, text
URL:
http://urn.kb.se/resolve?urn=urn:nbn:se:trafikverket:diva-5746
Trafikverkets forskningsportföljer -
5مورد إلكتروني
مصطلحات الفهرس: Discrete element method, granular materials, particle-scale behaviour, particle degradation, permanent deformation, resilient modulus, rockfill embankment, soil fabric, Diskreta elementmetoden, grusmaterial, verkningssätt på partikelnivå, nedbrytning, styvhet, stenfylld bank, skelettstruktur, Geotechnical Engineering, Geoteknik, Doctoral thesis, comprehensive summary, info:eu-repo/semantics/doctoralThesis, text
URL:
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-273323
TRITA-ABE-DLT ; 205 -
6مورد إلكتروني
مصطلحات الفهرس: Discrete element method, granular materials, particle-scale behaviour, particle degradation, permanent deformation, resilient modulus, rockfill embankment, soil fabric, Diskreta elementmetoden, grusmaterial, verkningssätt på partikelnivå, nedbrytning, styvhet, stenfylld bank, skelettstruktur, Geotechnical Engineering, Geoteknik, Doctoral thesis, comprehensive summary, info:eu-repo/semantics/doctoralThesis, text
URL:
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-273323
TRITA-ABE-DLT ; 205 -
7مورد إلكتروني
مصطلحات الفهرس: Discrete element method, granular materials, particle-scale behaviour, particle degradation, permanent deformation, resilient modulus, rockfill embankment, soil fabric, Diskreta elementmetoden, grusmaterial, verkningssätt på partikelnivå, nedbrytning, styvhet, stenfylld bank, skelettstruktur, Geotechnical Engineering, Geoteknik, Doctoral thesis, comprehensive summary, info:eu-repo/semantics/doctoralThesis, text
URL:
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-273323
TRITA-ABE-DLT ; 205 -
8مورد إلكتروني
مصطلحات الفهرس: Discrete element method, granular materials, particle-scale behaviour, particle degradation, permanent deformation, resilient modulus, rockfill embankment, soil fabric, Diskreta elementmetoden, grusmaterial, verkningssätt på partikelnivå, nedbrytning, styvhet, stenfylld bank, skelettstruktur, Geotechnical Engineering, Geoteknik, Doctoral thesis, comprehensive summary, info:eu-repo/semantics/doctoralThesis, text
URL:
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-273323
TRITA-ABE-DLT ; 205 -
9مورد إلكتروني
مصطلحات الفهرس: Discrete element method, granular materials, particle-scale behaviour, particle degradation, permanent deformation, resilient modulus, rockfill embankment, soil fabric, Diskreta elementmetoden, grusmaterial, verkningssätt på partikelnivå, nedbrytning, styvhet, stenfylld bank, skelettstruktur, Geotechnical Engineering, Geoteknik, Doctoral thesis, comprehensive summary, info:eu-repo/semantics/doctoralThesis, text
URL:
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-273323
TRITA-ABE-DLT ; 205 -
10مورد إلكتروني
مصطلحات الفهرس: discrete element method, force distribution, gap-graded mixtures, granular materials, particle-scale behaviour, permanent deformation, resilient modulus, soil fabric, binära blandningar, diskreta elementmetoden, grusmaterial, kraftöverföring, verkningssätt på partikelnivå, skelettstruktur, styvhet, Infrastructure Engineering, Infrastrukturteknik, Geotechnical Engineering, Geoteknik, Licentiate thesis, comprehensive summary, info:eu-repo/semantics/masterThesis, text
URL:
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-195598
TRITA-JOB. LIC, 1650-951X ; 2032