The RILEM TG 4 organized an interlaboratory test in order to compare the different test procedures to assess the interlayer bonding properties of asphalt pavement. The pavement was composed of two layers. Three different interface conditions were chosen. The first pavement was laid without interface treatment and the others with two different types of emulsion. 14 laboratories from 11 countries participated in this study and carried out shear or torque tests on 1400 cores. The maximum shear or torque load and the corresponding displacement were measured and the shear or torque stress was calculated as a function of the following parameters: diameter, test temperature, test speed, stress applied normal to the interface and age of the specime...
Higher requirements are put forward for interlayer bonding property with the increase of traffic loa...
The performance assessment of multi-layered pavements strongly depends on the mechanical behavior of...
The performance assessment of multi-layered pavements strongly depends on the mechanical behavior of...
The RILEM TG 4 organized an interlaboratory test in order to compare the different test procedures t...
The RILEM TG 4 organized an interlaboratory test in order to compare the different test procedures t...
The RILEM TG 4 organized an interlaboratory test in order to compare the different test procedures t...
Steadily increasing requirements on pavement performance properties, in terms of bearing capacity an...
Steadily increasing requirements on pavement performance properties, in terms of bearing capacity an...
Steadily increasing requirements on pavement performance properties, in terms of bearing capacity an...
Steadily increasing requirements on pavement performance properties, in terms of bearing capacity an...
For testing the bond between asphalt pavement layers quite a variety of methods were proposed and us...
The performance of multi-layered pavement systems strongly depends on interlayer bonding. In order t...
The performance of multi-layered pavement systems strongly depends on interlayer bonding. In order t...
The performance of multi-layered pavement systems strongly depends on interlayer bonding. In order t...
The performance of multi-layered pavement systems strongly depends on interlayer bonding. In order t...
Higher requirements are put forward for interlayer bonding property with the increase of traffic loa...
The performance assessment of multi-layered pavements strongly depends on the mechanical behavior of...
The performance assessment of multi-layered pavements strongly depends on the mechanical behavior of...
The RILEM TG 4 organized an interlaboratory test in order to compare the different test procedures t...
The RILEM TG 4 organized an interlaboratory test in order to compare the different test procedures t...
The RILEM TG 4 organized an interlaboratory test in order to compare the different test procedures t...
Steadily increasing requirements on pavement performance properties, in terms of bearing capacity an...
Steadily increasing requirements on pavement performance properties, in terms of bearing capacity an...
Steadily increasing requirements on pavement performance properties, in terms of bearing capacity an...
Steadily increasing requirements on pavement performance properties, in terms of bearing capacity an...
For testing the bond between asphalt pavement layers quite a variety of methods were proposed and us...
The performance of multi-layered pavement systems strongly depends on interlayer bonding. In order t...
The performance of multi-layered pavement systems strongly depends on interlayer bonding. In order t...
The performance of multi-layered pavement systems strongly depends on interlayer bonding. In order t...
The performance of multi-layered pavement systems strongly depends on interlayer bonding. In order t...
Higher requirements are put forward for interlayer bonding property with the increase of traffic loa...
The performance assessment of multi-layered pavements strongly depends on the mechanical behavior of...
The performance assessment of multi-layered pavements strongly depends on the mechanical behavior of...