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  • Functionality and ways of the geosynthetics usage are well-known, e.g. see review by McGown (2000). Computing methods are being improved continuously but they usually cannot be generalized. The study of sub-base reinforcement is still a frequently discussed task, e.g. Vanggaard (1999), Bloise & Ucciardo (2000), Schad (2001). The impact of the reinforcing elements was studied via in-situ tests. In-situ tests are executed on experimental sections or a testing field, usually. The problem of reinforcing functionality has not been answered satisfactorily mainly regarding to parameters of reinforcing element and usage conditions. An empirical approach is one of the possible ways to address the problem, e.g. Saathof & Horstmann (1999). Implementation of in-situ testing during real highway or railway construction is relatively difficult, because of construction delays.
  • Functionality and ways of the geosynthetics usage are well-known, e.g. see review by McGown (2000). Computing methods are being improved continuously but they usually cannot be generalized. The study of sub-base reinforcement is still a frequently discussed task, e.g. Vanggaard (1999), Bloise & Ucciardo (2000), Schad (2001). The impact of the reinforcing elements was studied via in-situ tests. In-situ tests are executed on experimental sections or a testing field, usually. The problem of reinforcing functionality has not been answered satisfactorily mainly regarding to parameters of reinforcing element and usage conditions. An empirical approach is one of the possible ways to address the problem, e.g. Saathof & Horstmann (1999). Implementation of in-situ testing during real highway or railway construction is relatively difficult, because of construction delays. (en)
  • Funkčnost a způsoby využití geosyntetik jsou dobře známé, např. recenze od McGown (2000). Počítačové metody se průběžně zlepšují, ale obvykle nemohou být zevšeobecňovány. Studie podložní výztuže je dosud často diskutovanou otázkou, např.: Vanggaard (1999), Bloise & Ucciardo (2000), Schad (2001). Dopad vyztužených prvků byl zkoušen testy in-situ. Testy in-situ jsou obvykle prováděny na testovacím úseku nebo v testovacím poli. Problém funkčnosti výztuže není otázkou přijatelnou především s ohledem na parametry vyztužených prvků a podmínek využití. Empirický výzkum je jedním z možných způsobů, jak pojmenovat problém, např. aathof & Horstmann (1999). Implementace testu in-situ v průběhu realizace dálničních a železničních konstrukcí je poměrně obtížné, z důvodu jejich oddalování. (cs)
Title
  • Bearing Capacity of Reinforced and Unreinforced Soft Soil Subgrade
  • Nosná kapacita vyztuženého a nevyztuženého měkkého půdního podkladu (cs)
  • Bearing Capacity of Reinforced and Unreinforced Soft Soil Subgrade (en)
skos:prefLabel
  • Bearing Capacity of Reinforced and Unreinforced Soft Soil Subgrade
  • Nosná kapacita vyztuženého a nevyztuženého měkkého půdního podkladu (cs)
  • Bearing Capacity of Reinforced and Unreinforced Soft Soil Subgrade (en)
skos:notation
  • RIV/44994575:_____/04:#0000163!RIV07-MD0-44994575
http://linked.open.../vavai/riv/strany
  • 7-13
http://linked.open...avai/riv/aktivita
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  • Z(MD04499457501), Z(MDS003)
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  • 555897
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  • RIV/44994575:_____/04:#0000163
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  • bearing capacity; soft soil subgrade (en)
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  • [F36AD598FAFF]
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  • Fort Lauderdale
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  • Proceedings of Transportation Systems
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  • Pospíšil, Karel
  • Zedník, Petr
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http://linked.open...n/vavai/riv/zamer
number of pages
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  • Neuveden
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