CAJ | 학술논문

通过灌砂法对砂垫层压实度的检测以及环刀法对路基的压实度检测，对比无核密度仪的检测结果。研究结果表明，无核密度仪的检测结果与环刀法的检测结果比较接近，并根据计算得到了换算系数，为实际工程检测提供了理论参考。
통과관사법대사점층압실도적검측이급배도법대로기적압실도검측，대비무핵밀도의적검측결과。연구결과표명，무핵밀도의적검측결과여배도법적검측결과비교접근，병근거계산득도료환산계수，위실제공정검측제공료이론삼고。
Through the sand filling method to detect the compaction of sand cushion and the cutting ring on the roadbed compaction degree,The detectionresultsof non nuclear density.The results show that,compared to the results of detection results of non nuclear density gauge and cutting ring method,and according to the calculation and get the conversion coefficient,provides the theory reference for the practical engineering testing.