CAJ | 학술논문

在碾压沥青混凝土下部固化层温度低于规范要求的70℃情况下，进行了击实结合试验，通过对结合面上下温度的监测，进行了固定45°角剪切面剪切试验。结果表明：在下层固化层温度处于-10℃和30℃环境下，进行浇筑击实，结合面温度均大于沥青软化点，并且结合良好；其结合面剪应力可达到本体的50％～60％，并且剪切变形---荷载过程有明显的塑性特征。
재년압력청혼응토하부고화층온도저우규범요구적70℃정황하，진행료격실결합시험，통과대결합면상하온도적감측，진행료고정45°각전절면전절시험。결과표명：재하층고화층온도처우-10℃화30℃배경하，진행요축격실，결합면온도균대우력청연화점，병차결합량호；기결합면전응력가체도본체적50％～60％，병차전절변형---하재과정유명현적소성특정。
When the curing temperature of roller compacted asphalt concrete is lower than the specifica -tion requirements of 70℃, the paper carried out compaction experiment .Through monitoring the temper-ature above and under combination surface , it carried out shear test of fixed shear surface of 45 degree. The result showes that when the lower curing temperature is at the circumstance of -10 ℃ and 30 ℃, the temperature of joint surface is higher than that of softening point of asphalt and combines well by pou -ring out compaction;the shear stress of joint surface can reach 50% ~60%of ontology , and shear de-formation and loading process have obvious plastic feature .