Abstract
In order to evaluate the shear performance of the rubber powder modified asphalt mixture, we do the triaxial test of Asphalt-Rubber mixture at specified temperature, which use the United States GCTS STX-100 two-way vibration triaxial test system. Through the result of the test, we analysis the factors affecting the shear resistance of asphalt mixture such as modification agent,confining pressure, gradation type and also get the mechanical properties of the asphalt mixture in the triaxial stress state.
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