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Early age behavior of jointed plain concrete pavements subjected to environmental loads.

机译:接缝的普通混凝土路面在环境负荷下的早期行为。

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摘要

Studies on deformation characteristics of early-age Jointed Plan Concrete Pavements (JPCP) subjected to pure environmental loading has drawn significant interest as it is believed that the early-age deformation of Portland Cement Concrete (PCC) slab could result in the loss of pavement smoothness and the tensile stresses induced by these deformations could result in early-age cracking. However, the complex interaction of several environmental factors has resulted in difficulties in predicting the JPCP deformation characteristics under environmental loading. Also, the effect of the resulting slab distortion on the initial JPCP smoothness has not been adequately addressed by previous research studies.; In this study, two newly constructed JPCP test sections; one on highway US-34 near Burlington and the other on US-30 near Marshalltown, Iowa were instrumented and monitored during the critical time (seven days) immediately following construction during the summer of 2005. Temperature data and moisture data obtained from both sites were analyzed. The slab deformations associated with temperature and moisture were analyzed using measured vertical displacements and pavement surface profile measurements. Using the longitudinal surface profile measurements from different locations of the test section during the morning and afternoon diurnal cycles, the smoothness indices such as International Roughness Index (IRI) and Ride Number (RN) were computed.; The early-age deformation behavior of instrumented JPCP under environmental loading was simulated using ISLAB 2000 (2.5-D) and EverFE 2.24 (3-D) Finite Element (FE) programs using the equivalent temperature difference concept. The changes in smoothness indices at different measurement times were investigated and compared with those obtained using FE simulations.; This study shows that the early-age deformation behavior of PCC is influenced not only by temperature variation but also by other environmental factors such as the moisture variation, drying shrinkage and temperature condition during pavement construction. Even though it is observed that measurable changes of early-age pavement smoothness do occur between morning and afternoon, these variations are not statistically significant.
机译:由于人们认为硅酸盐水泥混凝土(PCC)板的早期变形可能会导致路面平整度的降低,因此对纯环境荷载作用下的早期联合混凝土计划路面(JPCP)变形特性的研究引起了广泛的关注。这些变形引起的拉应力可能会导致早期裂纹。然而,几种环境因素的复杂相互作用导致在环境负荷下难以预测JPCP变形特征。此外,以前的研究还没有充分解决所产生的板坯变形对初始JPCP光滑度的影响。在这项研究中,新建了两个JPCP测试部分。在2005年夏季紧随施工的关键时间(七天)内,对一台位于伯灵顿附近的US-34高速公路上,另一台在爱荷华州的马萨诸塞州附近的US-30上进行了仪表和监视。从这两个站点获得的温度数据和湿度数据分别为分析。使用测得的垂直位移和路面表面轮廓测量值来分析与温度和湿度有关的平板变形。使用在早晨和下午的昼夜周期中从测试部分的不同位置进行的纵向表面轮廓测量,计算出光滑度指数,例如国际粗糙度指数(IRI)和乘数(RN)。使用等效温度差概念,使用ISLAB 2000(2.5-D)和EverFE 2.24(3-D)有限元(FE)程序模拟了仪器JPCP在环境载荷下的早期变形行为。研究了在不同测量时间的平滑度指数的变化,并将其与使用有限元模拟获得的变化进行了比较。这项研究表明,PCC的早期变形行为不仅受温度变化的影响,还受其他环境因素的影响,例如路面施工过程中的水分变化,干燥收缩和温度条件。即使观察到早晨和下午之间确实发生了可测量的早期路面平整度变化,但这些变化在统计上并不显着。

著录项

  • 作者

    Kim, Sunghwan.;

  • 作者单位

    Iowa State University.;

  • 授予单位 Iowa State University.;
  • 学科 Geotechnology.; Engineering Civil.
  • 学位 Ph.D.
  • 年度 2006
  • 页码 329 p.
  • 总页数 329
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 地质学;建筑科学;
  • 关键词

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