National Repository of Grey Literature 33 records found  beginprevious24 - 33  jump to record: Search took 0.02 seconds. 
New directions for waterproofing of underground transport
Čech, Tomáš ; Čížek, Luboš (referee) ; Šťastník, Stanislav (advisor)
This diploma thesis focuses on the implementation of waterproofing of underground constructions using an LLDPE membrane hinged on anchors. In the future, this method will replace the commonly used waterproofing system in Scandinavia with extruded polyethylene foam. This method of tunnel construction and waterproofing is compared with the NRTM method, often used in Central Europe. The thesis describes the installation of a waterproofing system, especially materials, accessories, welding devices and auxiliary installation equipment. The main focus of the thesis is to verify the reliability of the individual types of welds and to assess the waterproofing system in terms of implementation and environmental demands.
New directions for waterproofing of underground transport
Čech, Tomáš ; Vaněrek, Jan (referee) ; Šťastník, Stanislav (advisor)
This diploma thesis focuses on the implementation of waterproofing of underground constructions using an LLDPE membrane hinged on anchors. In the future, this method will replace the commonly used waterproofing system in Scandinavia with extruded polyethylene foam. This method of tunnel construction and waterproofing is compared with the NRTM method, often used in Central Europe. The thesis describes the installation of a waterproofing system, especially materials, accessories, welding devices and auxiliary installation equipment. The main focus of the thesis is to verify the reliability of the individual types of welds and to assess the waterproofing system in terms of implementation and environmental demands.
Resistance of asphalt binder and asphalt mixture against deformation
Dubšíková, Karolína ; Coufalík, Pavel (referee) ; Dašek, Ondřej (advisor)
Subject of this bachelor´s thesis is to describe laboratory properties of asphalt binders in relation to permanent deformation. The principle and procedure of empirical tests needle penetration and softening point will be explained in the theoretical part. The principle and procedure of MSCR test will be also described. The properties of four asphalt binders will be evaluated in practical part. These binders will be used for production of asphalt mixtures, which will be subjected to wheel tracking test and their results will be compared.
ASFALT IS LIQUID
Prokop, Tomáš ; Novotný, Jaromír (referee) ; Ambrůz, Jan (advisor)
This installation is thematicly associated with my long term sold problems which is connected with loneliness, parting, leaving. I put the stress on the act of physical nearness which looks like a touch or contact but in fact it isn't so. Just this nearness generates inside tension. As you can see the installation is based on simple principles resulting from the abilities of a material. It is about two blocks of asphalt which spontanously produce a pressure on the glass. In this case the glass has the importance of imaginary dividing level which prevents a physical contact. A glass obstacle makes the fusion of the two asphalt blocks impossible. Despite a volatile character, asphalt will run down. The installation results from a human standard because the blocks of asphalt have a human proportion. I give the blocks a statute of beings who long for a touch but without success. The fusion is impossible.
Recycled aggregates to asphalt mixtures of the flexible pavements
Kropáč, Pavel ; Zdřálek, Petr (referee) ; Stehlík, Dušan (advisor)
This thesis deals with the theoretical part of the creation, distribution and recycling of construction and demolition waste. Subsequently covers made from these recycled construction and demolition waste and its potential application in structural layers of the pavement. In the practical part of the thesis deals with monitoring the overall properties of nine asphalt mixtures with different proportion of recycled concrete aggregate and asphalt binder, which are designed and intended for bed asphalt pavement. The recycled concrete aggregate and asphalt are performed various laboratory tests, the results are subjected to a comparison with the relevant standards and TP 210. The conclusion is made price comparisons of asphalt mixtures.
Evaluation of Low Noise Stone Mastix Asphallt with CRmB
Zavřel, Tomáš ; Frýbort, David (referee) ; Kudrna, Jan (advisor)
The aim of diploma thesis is to design mixture SMA LA 8 with crumb rubber modified bitumen (9,9 %) and a modifier additive TecRoad (22 %) and the test of water sensitivity, the resistance to permanent deformation and to frost cracking, the determination of the stiffness and fatigue characteristics. Test methods are described and evaluated.
Machine for the recovery of road signs on roads
Malchárek, Martin ; Škopán, Miroslav (referee) ; Kašpárek, Jaroslav (advisor)
Object of this bachelor’s thesis is machine for the removing road signs on roads. Bachelor’s thesis involves background research with selection of similar machines on the market. Next part is focused on self design of the machine. Requirement of the design was simplicity of producing and high comfort for operator. This design is supported by calculations of basic parameters, V-belt transmission and strength check of shaft with tools.
Design of stone mastix asphalt and determinantion of the resistance against permanent deformation
Řezníček, Michal ; Hýzl, Petr (referee) ; Varaus, Michal (advisor)
The bachelor thesis deals with designing stone mastic asphalt with modified parameters in comparison to the current applicable standard. It describes the sub-parts of the design such as tests of raw materials (aggregates and asphalt), a proposal for a modified grading curve, and mixture tests. After suggesting a satisfactory mixture, it presents the test of produced boards'resistance to permanent deformations at 50 ° C and 60 ° C. The obtained results are then evaluated and mutually compared.
Design of asphalt concrete mixture and determinantion of water resistance
Renza, Jaroslav ; Matoušek, David (referee) ; Varaus, Michal (advisor)
This bachelor's thesis describes and tests designs of asphalt mixtures of the type asphalt concrete according to the National Annex of the revised standards ČSN EN 13108-1 Asphalt concrete. Designs of mixture were followed by comparing of its resistance to water.
Design of asphalt concrete mixture and determinantion of the resistance against permanent deformation
Němec, Jan ; Matoušek, David (referee) ; Varaus, Michal (advisor)
This bachelor thesis deals with the problem regarding asphalt concrete mixtures, concretely ACO 11+. This type of mixture has low resistance to permanent deformation (rutting) while high temperatures are present. The binder and aggregate tests regarding physical and mechanical properties were carried out. Subsequently the new mixture was designed on the basis of stricter requirement for grading envelope and air void content. The design mixture was tested for resistance to permanent deformation. From the obtained results the change in the national annex of the standard ČSN EN 13108-1 is considered in terms of change in testing temperature for some kinds of binders. The same tests were conducted in others asphalt laboratories in the Czech Republic to ensure the maximum comparability.

National Repository of Grey Literature : 33 records found   beginprevious24 - 33  jump to record:
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