- Concluding Technical Report
- Deliverable Overview
- Management (SP0)
- Duty / Requirements (SP1)
- Track Support structure (SP2)
- Switches and Crossings (SP3)
- Rails & Welding (SP4)
- Logistics for track maintenance and renewal (Logserv) (SP5)
- Life Cycle Cost & RAMS Assessment (SP6)
- Dissemination and Training (SP7)
Concluding Technical Report
This Concluding Technical Report of INNOTRACK includes an overview of the project. It further details implementable results, and clusters them into ”highlight” areas. In addition, the book acts as a ”key” to the vast amount of information from INNOTRACK: All sections refer to project reports where more information can be found.
Deliverable Overview
The EC funded integrated project INNOTRACK – Innovative Track Systems was initiated in September 2006 and finalized by the end of 2010.
The “Delivery Overview” contains the summaries of all INNOTRACK deliverables. The current issue includes deliverables submitted from the start of the project until late August.
Management (SP0)
Duty / Requirements (SP1)

- D1.2.4 - Populated database of track section charateristicsfor general modelling for design and LCC and speciffic problem segments

- D1.3.2 - Report on the state of the art of the simulation of vehicle track interaction as a method for determining track degradation rates, Part 1 Strategic models

- D1.3.4 - Report on the most appropriate tools for evaluation of the issues raised within INNOTRACK where no proven method already exists and the Balfour Beatty Embedded Rail System; an example of technical evaluation

- D1.3.6 - The state of the art of the simulation of vehicle track interaction as a method for determining track degradation rates, Part 2 High resolution models and the level of validation generally
Track Support structure (SP2)

- D2.1.12 GL - Modelling of the track subgrade Part 1: Final report on the modelling of poor quality sites Part 2: Variability accounting in numerical modelling of the track subgrade

- D2.2.6 GL - Guideline for subgrade reinforcement with geosynthetics Part 1: Enhancement of track using under-ballast geosynthetics Part 2: Improvement study of transition zone on conventional line

- D2.2.8 GL - Guidelines for subgrade reinforcement with columns. Part 1; vertical columns and Part 2; inclined columns

- D2.3.1 - Validation methodology and criteria for the evaluation of frametype, unballasted or slab-track based superstructure innovations
Switches and Crossings (SP3)

- D3.1.5 GL - Recommendation of, and scientific basis for, optimization of switches & crossings, part 1

- D3.1.6 GL - Recommendation of, and scientific basis for, optimization of switches & crossings, part 2

- D3.2.5 - Technical and RAMS requirements/recommendations for the actuation system, the locking and the detection device for UIC 60-300/1200 switches
Rails & Welding (SP4)

- D4.2.5 - Improved model for the influence of vehicle conditions (wheel flats, speed, axle load) on the loading and subsequent deterioration of rails

- D4.4.2 - Operational evaluation of an inspection demonstrator (phase 1: laboratory and static tests)

- D4.6.1 - Report on the influence of the working procedures on the formation and shape of the HAZ (updated)

- D4.6.2 - Report on the influence of working procedures and post treatment on static and dynamic fatigue behaviour of aluminothermic wels

- D4.6.3 & D4.6.4- Analysis of Equipment Design and Optimisation of Parameters for Gas Pressure Welding

- D4.6.6 - Weld Performance in Track Test : Supervision of Weld Properties in Terms of Rail Profile, Rail Straightness and Neutral Temperature (Preliminary report)
Logistics for track maintenance and renewal (Logserv) (SP5)

- D5.1.7 - Public report on construction, maintenance & renewal activities - conduct of interface between infra managers and contractors and suggested improvements
