| Nome |
# |
|
Experimental application of waste glass powder filler in recycled dense-graded asphalt mixtures, file e1dcb332-a323-7715-e053-1705fe0a6cc9
|
496
|
|
A laboratory and filed evaluation of Cold Recycled Mixture for base layer entirely made with Reclaimed Asphalt Pavement, file e1dcb332-1bc2-7715-e053-1705fe0a6cc9
|
327
|
|
Rheological characterization of bituminous mastics containing waste bleaching clays, file e1dcb331-9c24-7715-e053-1705fe0a6cc9
|
189
|
|
Road sign vision and driver behaviour in work zones, file e1dcb339-3983-7715-e053-1705fe0a6cc9
|
187
|
|
A laboratory and field study on 100% Recycled Cement Bound Mixture for base layers, file e1dcb332-5f13-7715-e053-1705fe0a6cc9
|
139
|
|
Road users’ behaviour in the "30 km/h zones". The case study of Bologna, file 85583fff-a571-4c09-a11f-43ed76b9135c
|
122
|
|
New Micromobility Means of Transport: An Analysis of E-Scooter Users’ Behaviour in Trondheim, file e77a7007-c22f-4c0f-98df-4ec5ab195e9a
|
61
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Use of steel slag as an alternative to aggregate and filler in road pavements, file e1dcb336-d089-7715-e053-1705fe0a6cc9
|
35
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|
The safety and conspicuity of pedestrian crossing at roundabouts: The effect of median refuge island and zebra markings, file e1dcb334-790f-7715-e053-1705fe0a6cc9
|
26
|
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Indexing the Maintenance Priority of Road Safety Barriers in Urban and Peri-Urban Contexts: Application of a Ranking Methodology in Bologna, Italy, file 9f89d01f-35eb-403b-9c5b-c5593883c3dd
|
20
|
|
A Decision Support System for the safety evaluation of urban pedestrian crossings, file ae6743a1-1e16-48b7-bd75-a2c062745f8a
|
17
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|
Evaluation of different short term aging procedures with neat, warm and modified binders, file e1dcb32f-9372-7715-e053-1705fe0a6cc9
|
17
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|
Mechanical Characterization of Thin Asphalt Overlay Mixtures with 100% Recycled Aggregates, file 0a3ae026-366e-4b42-9b97-6516d165b3d0
|
16
|
|
Rheological and 3D DEM characterization of potential rutting of cold bituminous mastics, file e1dcb32d-4474-7715-e053-1705fe0a6cc9
|
12
|
|
Incorporation of Rubber Powder as Filler in a New Dry-Hybrid Technology: Rheological and 3D DEM Mastic Performances Evaluation, file e1dcb32e-ef0f-7715-e053-1705fe0a6cc9
|
12
|
|
Tecniche per la messa in sicurezza delle fermate del TPL, file e1dcb32e-d47d-7715-e053-1705fe0a6cc9
|
10
|
|
Recycled and rubberized SMA modified mixtures: A comparison between polymer modified bitumen and modified fibres, file e1dcb334-ad2f-7715-e053-1705fe0a6cc9
|
9
|
|
Effects on bonding of anti-reflective cracking solutions at the top bituminous interface of a small airport pavement: a laboratory and modeling study, file e1dcb32d-0122-7715-e053-1705fe0a6cc9
|
7
|
|
Stone mastic asphalt (SMA) with crumb rubber according to a new dry-hybrid technology: A laboratory and trial field evaluation, file e1dcb334-f2f6-7715-e053-1705fe0a6cc9
|
7
|
|
Performance evaluation of Construction and Demolition and other waste materials, file e1dcb32e-cfcf-7715-e053-1705fe0a6cc9
|
6
|
|
Mobile laser scanning system for assessment of the rainwater runoff and drainage conditions on road pavements, file e1dcb32c-db4a-7715-e053-1705fe0a6cc9
|
4
|
|
null, file e1dcb32f-5704-7715-e053-1705fe0a6cc9
|
4
|
|
Assessment of waste bleaching clay as alternative filler for the production of Porous Asphalts, file e1dcb330-21b1-7715-e053-1705fe0a6cc9
|
4
|
|
Recycling asphalt pavement and tire rubber: A full laboratory and field scale study, file e1dcb334-c88d-7715-e053-1705fe0a6cc9
|
4
|
|
null, file e1dcb32c-823d-7715-e053-1705fe0a6cc9
|
3
|
|
null, file e1dcb32f-942f-7715-e053-1705fe0a6cc9
|
3
|
|
Pull-out tests on bituminous specimens with steel wire mesh reinforcements, file e1dcb32f-9ece-7715-e053-1705fe0a6cc9
|
3
|
|
Road sign vision and driver behaviour in work zones, file e1dcb331-e563-7715-e053-1705fe0a6cc9
|
3
|
|
Fatigue resistance of Warm Mix Asphalt and Rubber Asphalt Concrete with the Dissipated Energy Approach, file e1dcb32c-2a2c-7715-e053-1705fe0a6cc9
|
2
|
|
null, file e1dcb32d-25ff-7715-e053-1705fe0a6cc9
|
2
|
|
Influence of cement and limestone filler on the rheological properties of mastic in cold bituminous recycled mixtures, file e1dcb32e-cfcd-7715-e053-1705fe0a6cc9
|
2
|
|
null, file e1dcb330-21b3-7715-e053-1705fe0a6cc9
|
2
|
|
Laboratory and field experimental investigations for a new preventive maintenance treatment, file e1dcb32b-c207-7715-e053-1705fe0a6cc9
|
1
|
|
Numerical and experimental analysis of a new conception of road restraint systems, file e1dcb32b-c6a6-7715-e053-1705fe0a6cc9
|
1
|
|
Le Pavimentazioni, file e1dcb32b-cb20-7715-e053-1705fe0a6cc9
|
1
|
|
Characterisation of a crumb rubber mixture for road restraint systems, file e1dcb32b-cf90-7715-e053-1705fe0a6cc9
|
1
|
|
Urban freight transport in Bologna: Planning commercial vehicle loading/unloading zones, file e1dcb32b-ef99-7715-e053-1705fe0a6cc9
|
1
|
|
From requirement-related to performance-related specifications, file e1dcb32c-09f1-7715-e053-1705fe0a6cc9
|
1
|
|
Designing long life pavements including eco-friendly ACs by means of the Mechanistic-Empirical approach, file e1dcb32c-2a19-7715-e053-1705fe0a6cc9
|
1
|
|
The mix gradation influence on the permanent deformations resistance of compacted WMA, file e1dcb32c-3947-7715-e053-1705fe0a6cc9
|
1
|
|
A Semi-Automatic Method for Identifying Defects on Road Surfaces, file e1dcb32c-3948-7715-e053-1705fe0a6cc9
|
1
|
|
The Use of Cryogenic Crumb Rubber in the Cold Recycling Technique, file e1dcb32c-43e4-7715-e053-1705fe0a6cc9
|
1
|
|
Context sensitive design and safety review of bike lanes, file e1dcb32e-ef22-7715-e053-1705fe0a6cc9
|
1
|
|
Experimental comparative analysis of laboratory compaction methodologies for stabilized soils, file e1dcb32f-0a59-7715-e053-1705fe0a6cc9
|
1
|
|
Use of image analysis for the evaluation of rolling bottle tests results, file e1dcb32f-4a76-7715-e053-1705fe0a6cc9
|
1
|
|
null, file e1dcb32f-c968-7715-e053-1705fe0a6cc9
|
1
|
|
Urban heat Island effect: Thermal response from different types of exposed paved surfaces, file e1dcb32f-caab-7715-e053-1705fe0a6cc9
|
1
|
|
Performance evaluation of recycled rubber waterproofing bituminous membranes for concrete bridge decks and other surfaces, file e1dcb32f-f5d5-7715-e053-1705fe0a6cc9
|
1
|
|
null, file e1dcb330-bf54-7715-e053-1705fe0a6cc9
|
1
|
|
null, file e1dcb333-ae59-7715-e053-1705fe0a6cc9
|
1
|
|
null, file e1dcb333-b61c-7715-e053-1705fe0a6cc9
|
1
|
| Totale |
1.770 |