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National Repository of Grey Literature

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	The dynamic cone penetrometer for compaction control of the pavement subgrade Krajčovič, Tomáš ; Hýzl, Petr (referee) ; Stehlík, Dušan (advisor) The basis of this piece is focused on a literature review, describing the use of the dynamic cone penetrometer, used to control the compaction degree of the subsoil road, consisting of fine-grained soil. The practical part focuses on its main goal, which is to observe the dependence of dynamic penetration on the compactibility of the fine-grained soil mixture. Detailed record
	The Usage of the dynamic cone penetrometer to road buildings Antošová, Klára ; Hýzl,, Petr (referee) ; Stehlík, Dušan (advisor) The work is devoted to the topic of dynamic cone penetrometer use in road construction. The first part deals with the description of the measuring device of dynamic cone penetrometer and using it in controlling compaction of embankments of roads. Furthermore, comparing the correlation relationships with other commonly used tests. The practical part deals with comparing the results of CBR and DCP on the same materials and evaluation of both tests. Detailed record
	The dynamic cone penetrometer for compaction control of the pavement subgrade Krajčovič, Tomáš ; Hýzl, Petr (referee) ; Stehlík, Dušan (advisor) The basis of this piece is focused on a literature review, describing the use of the dynamic cone penetrometer, used to control the compaction degree of the subsoil road, consisting of fine-grained soil. The practical part focuses on its main goal, which is to observe the dependence of dynamic penetration on the compactibility of the fine-grained soil mixture. Detailed record
	The Usage of the dynamic cone penetrometer to road buildings Antošová, Klára ; Hýzl,, Petr (referee) ; Stehlík, Dušan (advisor) The work is devoted to the topic of dynamic cone penetrometer use in road construction. The first part deals with the description of the measuring device of dynamic cone penetrometer and using it in controlling compaction of embankments of roads. Furthermore, comparing the correlation relationships with other commonly used tests. The practical part deals with comparing the results of CBR and DCP on the same materials and evaluation of both tests. Detailed record

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