FIELD: highway engineering; laying upper layers of pavement in all climatic zones.
SUBSTANCE: proposed asphalt-concrete mix contains the following components, mass-%: sand, 10.0-22.0; mineral powder, 8.0-11.0; crushed stone screenings - fraction 0-5 mm, 64.5-72.0; viscous petroleum asphalt, 4.7-5.5; rubber modifying agent, 0.8-1.5. Rubber modifying agent contains rubber crumb, surfactant, polymer additive, sludge of chemical water treatment of thermoelectric plant and tar oil at ratio of from 26:2:12:12:48 to 39:1:8:8:44 mass-%.
EFFECT: increased strength parameters of asphalt-concrete mix at high water-resisting property; utilization of tire rubber.
8 tbl, 1 ex
Title | Year | Author | Number |
---|---|---|---|
DENSE VIBRO CAST ASPHALT-CONCRETE MIXTURE | 2012 |
|
RU2504523C1 |
BINDER FOR HIGHWAY ENGINEERING | 2005 |
|
RU2303575C2 |
BITUMEN/MINERAL OPENED MIXTURE | 2004 |
|
RU2267465C1 |
POLYMERIC-REINFORCING GRANULAR STABILIZER FOR A MACADAM-MASTIC ASPHALT-CONCRETE | 2004 |
|
RU2272795C1 |
BITUMINOUS COMPOSITION USED FOR REPAIR OF WET ASPHALT-CONCRETE PAVEMENT | 2007 |
|
RU2340641C1 |
RESOURCE-CONSERVING STONE MASTIC MIXTURE FOR CONSTRUCTION AND REPAIR OF ROADWAY PAVINGS | 2013 |
|
RU2524081C1 |
ASPHALT CONCRETE MIX | 2001 |
|
RU2196750C1 |
RUBBER-CONTAINING POLYMERIC BITUMEN MODIFIER | 2004 |
|
RU2266934C1 |
DENSE SLIP-CAST EMULSION-MINERAL MIXTURE | 2003 |
|
RU2243949C1 |
DENSE ORGANOMINERAL MIXTURE | 2010 |
|
RU2447035C1 |
Authors
Dates
2007-07-27—Published
2005-09-19—Filed