Field-test with different cobblestone paving and block paving (VSS2008/503)
Overview
Background & policy context:
Cobblestone and block paving are old construction methods that are even today important creative elements for urban construction operations. However, bearing capacity and deformation behaviour under heavy traffic loading as well as rehabilitation methods are hardly considered as research topics, so far.
Objectives:
In this project, behaviour of different cobblestone and block paving structures with borders will be compared. Practical experience shows that present traffic loads and cleaning methods may partly cause problems with cobblestone paving and block paving surface course.
The goals of these research works are:
- Investigation during the four seasons of the behaviour under heavy traffic of different structures of cobblestones and block paving (materials, stone sizes and pavement thicknesses) with the corresponding dilatation joints and boarder elements
- Comparison of the behaviour of the different test sections in the field of bearing capacity, deformations, and damages. Correlation between the results on test sections and real objects in practice
- Study of the long term behaviour of different kinds of dilatation joints and boarder elements
- What kind of structures are required in order to resist of traffic loads between T1 and T4
- The results and conclusions of the research works will be a basis for the actualization of the corresponding Swiss standards.
This practice oriented project will allow preventing damage of comparatively expensive creative pavements in built environment. In this way, town planers and universities will obtain more accurate basic tools for planning of objects in built environment. This will create positive long-term maintenance effects with both historical and modern creative pavements that will be optimized for modern traffic loads and cleaning methods.
Methodology:
Field test in situ based on 12 test fields under controlled heavy volume of traffic and 5 additional sample fields for MLS 10 EMPA (higher and faster loading). Comparison between the experimental and sample fields as well as objects from the practice observed by the Office FPN for a long time.
Laboratory examination of the application materials have come to perform and compare the origin of materials to control material fatigue.
Further activity provided in the framework of the project is measuring the flatness, the pressure conditions under the bedding layer and the temperature profile in the individual layers of bonded construction.
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