AbstractIn 1999, during rebuilding and modernization of the one of the main streets in Kielce (Poland) it has been placed SMA wearing coarse layer with the hydrated lime. SMA mixture contained 6.2% of D70 bitumen (currently 50/70) and 4% SBS polymer labeled as Kraton 1101 CM. Hydrated lime was dosed into SMA mixture to replace 30% of filler mass. Pavement surface condition after 12 years of service life was very good. In 2011 bitumen, extracted from SMA, tests were made. The tests covered bitumen samples which contained the fatty amine and the hydrated lime as a adhesive agent. Bitumen samples were obtained from SMA wearing course layer at the site of the rut and out of the rut. On the basis of the rheological properties the recovered binde...
The use of additives is one of the effective techniques adopted to improve pavement properties. Rece...
The Australian flexible road pavement network is experiencing a considerable degree of reveling and ...
Moisture damage (Stripping) in Hot Mix Asphalt (HMA) is the loss of adhesive bond between aggregate ...
AbstractIn 1999, during rebuilding and modernization of the one of the main streets in Kielce (Polan...
The durability of pavement layers depends on the type of bitumen and changes in its material structu...
Age hardening of bitumen is one of the key factors determining the lifetime of an asphalt pavement. ...
Moisture damage is one of the major causes of premature failure of road pavements especially the pav...
The bituminous binder's ageing process is the primary reason behind the decrement in the pavement's ...
Moisture-induced damage can cause a progressive deterioration in the performance of asphalt pavement...
The main aim of the present research activity is to study the effect of lime in the prevention of bi...
Abstract The effect of short-term oxidation, evaluated by using a Rolling Thin Film Oven Test, and t...
To gain a deeper insight as to the combined effects of hydrated lime (HL) on asphalt mixtures, a per...
Road authorities are experiencing a considerable degree of moisture associated distresses such as ra...
Road quality has an important role for the smooth traffic flow. Asphalt concrete layers are the most...
The use of additives is one of the effective techniques adopted to improve pavement properties. Rece...
The use of additives is one of the effective techniques adopted to improve pavement properties. Rece...
The Australian flexible road pavement network is experiencing a considerable degree of reveling and ...
Moisture damage (Stripping) in Hot Mix Asphalt (HMA) is the loss of adhesive bond between aggregate ...
AbstractIn 1999, during rebuilding and modernization of the one of the main streets in Kielce (Polan...
The durability of pavement layers depends on the type of bitumen and changes in its material structu...
Age hardening of bitumen is one of the key factors determining the lifetime of an asphalt pavement. ...
Moisture damage is one of the major causes of premature failure of road pavements especially the pav...
The bituminous binder's ageing process is the primary reason behind the decrement in the pavement's ...
Moisture-induced damage can cause a progressive deterioration in the performance of asphalt pavement...
The main aim of the present research activity is to study the effect of lime in the prevention of bi...
Abstract The effect of short-term oxidation, evaluated by using a Rolling Thin Film Oven Test, and t...
To gain a deeper insight as to the combined effects of hydrated lime (HL) on asphalt mixtures, a per...
Road authorities are experiencing a considerable degree of moisture associated distresses such as ra...
Road quality has an important role for the smooth traffic flow. Asphalt concrete layers are the most...
The use of additives is one of the effective techniques adopted to improve pavement properties. Rece...
The use of additives is one of the effective techniques adopted to improve pavement properties. Rece...
The Australian flexible road pavement network is experiencing a considerable degree of reveling and ...
Moisture damage (Stripping) in Hot Mix Asphalt (HMA) is the loss of adhesive bond between aggregate ...