Bachelor's Thesis

The modification of the cyclic triaxial test

Final Thesis 15.53 MB

Author of thesis: Ing. Alice Nevrlá

Acad. year: 2011/2012

Supervisor: doc. Ing. Dušan Stehlík, Ph.D.

Reviewer: The opponent will be displayed after his opinion is published.

Abstract:

This bachelor's thesis focuses on determining resilient modulus of unbound granular material for subbase and subgrade pavement construction using different types of cyclic load triaxial testing procedures in Czech Republic and abroad and compares them. The
practical part then deals with comparison of methods presented in Czech Standard ČSN EN 13286-7 used for resilient modulus determination of mixed recycled material, finegrained soil and fly ash.

Keywords:

Repeated/cyclic triaxial test, resilient/elastic modulus, unbound granular material, mixed recycled material, fine-grained soil, fly ash.

Date of defence

11.06.2012

Result of the defence

Defended (thesis was successfully defended)

znamkaAznamka

Grading

A

Language of thesis

Czech

Faculty

Fakulta stavební

Department

Institute of Road Structures

Study programme

Civil Engineering (B-P-C-SI)

Field of study

Constructions and Traffic Structures (K)

Supervisor’s report
doc. Ing. Dušan Stehlík, Ph.D.

Responsibility: Mgr. et Mgr. Hana Odstrčilová