Abohamer, 2022 - Google Patents
A New Generation of Open-Graded Friction Course for Enhanced Durability and FunctionalityAbohamer, 2022
View PDF- Document ID
- 2363311464532740979
- Author
- Abohamer H
- Publication year
External Links
Snippet
This study aims at (1) enhancing Open Graded Friction Course (OGFC) mixes durability using additives and other by-products;(2) investigating the impacts of selected factors on OGFC pavements seepage characteristics;(3) developing a quantitative tool to model the …
- 239000011230 binding agent 0 abstract description 181
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
- E01C7/26—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
- E01C7/265—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre with rubber or synthetic resin, e.g. with rubber aggregate, with synthetic resin binder
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
- E01C7/26—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
- E01C7/262—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre with fibrous material, e.g. asbestos; with animal or vegetal admixtures, e.g. leather, cork
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/14—Concrete paving
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
- E01C11/226—Coherent pavings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/04—Foundations produced by soil stabilisation
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Afonso et al. | Study of the porous asphalt performance with cellulosic fibres | |
| De Oliveira | Grouted macadam: material characterisation for pavement design | |
| You et al. | Laboratory shear bond test for chip-seal under varying environmental and material conditions | |
| Zhang et al. | Material Composition Design and Anticracking Performance Evaluation of Asphalt Rubber Stress‐Absorbing Membrane Interlayer (AR‐SAMI) | |
| Arambula-Mercado et al. | Evaluation of FC-5 with PG 76-22 HP to Reduce Raveling | |
| Schaus | Porous asphalt pavement designs: Proactive design for cold climate use | |
| Yu | Modification of dynamic modulus predictive models for asphalt mixtures containing recycled asphalt shingles | |
| Abohamer | A New Generation of Open-Graded Friction Course for Enhanced Durability and Functionality | |
| Kim et al. | Experiments and numerical analysis of cold-recycled asphalt mixture modified with desulfurization gypsum additive | |
| Al-Fatlawi et al. | Experimental-numerical model of permanent deformation in asphalt paving mixtures modified with waste plastic and rubber | |
| Shahnewaz et al. | Porous asphalt modification using different types of additives: A review | |
| Hilal | Prediction of permanent deformation models for asphalt pavements in hot climates | |
| Elseifi et al. | A New Generation of Porous Asphalt Pavement–OGFC Support Study | |
| Casillas et al. | Asphalt emulsion cold in-place recycling mix design practices: Designing a semi-bound pavement material | |
| Ahmed et al. | Study the using of reed mats in asphalt pavement layers | |
| Aksoy et al. | Creep in conventional and modified asphalt mixtures | |
| Putman et al. | Evaluation of Open Graded Friction Courses: Construction, Maintenance, and Performance Phase II | |
| Al-Tameemi | Implementation of mechanistic-empirical approach for structural design of hydrated lime modified flexible pavement | |
| Chen | Design and performance of porous asphalt mixture for predestrian/cyclist applications in Singapore | |
| Doyle | Characterization of reclaimed asphalt and performance based evaluation of its use in recycled mixtures | |
| Ongel et al. | State of the practice in 2006 for open-graded asphalt mix design | |
| Dong et al. | Asphalt Mixture | |
| Khader et al. | A laboratory study on acid modified bituminous mixes in comparison for rutting characteristics | |
| Tottadi et al. | Influence of Mix Properties on the Permanent Deformation Characteristics of Bituminous Mixtures | |
| Watson et al. | Improvements of Open-Graded Friction Course in Alabama ALDOT 930-790 |