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Application of Intelligent Compaction Technique in Real Time Evaluation of Compaction Level during the Construction of Subgrade

机译:智能压实技术在路基施工压实水平实时评估中的应用

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The long term performance of an asphalt pavement depends on the quality of the supportingsubgrade. Achieving a proper compaction level is, therefore, very important. Traditionally, thelevel of compaction is monitored through spot checking of moisture content and dry density atsome discrete points on the compacted subgrade. However, randomly selected points do notadequately represent the entire compacted area and could leave undetected soft spots. This paperpresents the findings of a study investigating the ability of the Intelligent Asphalt CompactionAnalyzer (IACA), developed at the University of Oklahoma, in estimating the subgrade resilientmodulus (M_r), in real-time. Field study was conducted at two different project sites. A vibratorycompactor was instrumented with the IACA and the M_r values (M_(r-IACA)) were continuouslyrecorded during the compaction of the stabilized subgrade. In the first project, IACA wasevaluated by comparing the M_(r-IACA) values with the Falling Weight Deflectometer (FWD)backcalculated subgrade modulus (M_(FWD)) (R~2 = 0.63; error = ±15%). In the second project,M_(r-IACA) values were compared with the M_r values obtained from regression models (M_(r-reg))developed based on the laboratory Mr test results (R~2 =0.63; error = ±15%). In both the projects,it was found that IACA can provide the estimates of M_r with an acceptable accuracy, in realtime.
机译:沥青路面的长期性能取决于支撑的质量 路基。因此,达到适当的压实水平非常重要。传统上, 通过现场检查水分含量和干密度来监测压实水平 压实路基上的一些离散点。但是,随机选择的点不会 足以代表整个压实区域,并可能留下未检测到的软点。这篇报告 提出了一项研究的结果,该研究调查了智能沥青压实的能力 俄克拉荷马大学开发的分析器(IACA),用于估算路基的弹性 模数(M_r),实时。在两个不同的项目现场进行了实地研究。振动的 压实机装有IACA,并且M_r值(M_(r-IACA))连续 在稳定路基压实过程中进行记录。在第一个项目中,IACA是 通过将M_(r-IACA)值与落锤挠度计(FWD)进行比较来评估 反算的路基模量(M_(FWD))(R〜2 = 0.63;误差=±15%)。在第二个项目中 将M_(r-IACA)值与从回归模型(M_(r-reg))获得的M_r值进行比较 根据实验室Mr测试结果(R〜2 = 0.63;误差=±15%)开发。在两个项目中 已经发现,IACA可以提供可接受的准确度的M_r估计值,实际上 时间。

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