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Master's Thesis
Author of thesis: Ing. Martin Kalfeřt
Acad. year: 2013/2014
Supervisor: prof. Dr.techn. Ing. Michal Varaus
Reviewer: Ing. Petr Špaček
In this thesis layer with increased resistance to crack propagation (SAL) are designed. The theoretical part describes the SAL layer, further the input materials, their production and design of various mixtures. The following is a description of the tests, which include tests of permanent deformation, crack propagation, low-temperature characteristics, test, flexural strength and relaxation. After the test results and conclusion are stated.
Asphalt mixture, SAL, RMB, RM+, Marshall test, permanent deformation, crack propagation, low-temperature test, bending tensile test, relaxation, experiment
Date of defence
05.02.2014
Result of the defence
Defended (thesis was successfully defended)
Grading
B
Language of thesis
Czech
Faculty
Fakulta stavební
Department
Institute of Road Structures
Study programme
Civil Engineering (N-P-C-SI)
Field of study
Constructions and Traffic Structures (K)
Supervisor’s reportprof. Dr.techn. Ing. Michal Varaus
Reviewer’s reportIng. Petr Špaček
Responsibility: Mgr. et Mgr. Hana Odstrčilová