Epoxy resin, which demonstrates a shape memory effect, is reinforced by chopped carbon fibers (CCFs) to improve the thermal and mechanical properties. The interfacial interactions between 2-mm-long CCFs and epoxy make an impact on not only molecular motion but also the physical behaviors of CCFs/epoxy composites. In particular, shape recovery ability of CCFs/epoxy composites is enhanced with an increase in thermal conductivity generated by crossing CCFs in the epoxy system, although CCFs/epoxy composites containing small amounts of CCFs, such as 1 or 3 phr (parts per hundred rubber), show slower recovery rates than those of raw epoxy specimens due to the difficulty of making heat bridges in composites. With these results, it is confirmed that for specific time-dependent purpose, the shape recovery vector of CCFs/epoxy can be controlled using the amount of CCFs.

Recently, road cave-in and depression in urban area due to subsurface cavity are emerging as a social issue in Korea. These phenomena enable to cause not only damage to human lives and properties, but also an anxiety of the citizens. Furthermore, it is a problem that needs more fundamental solution to countermeasure. The objective of this study is to evaluate the stiffness characteristics of asphalt pavement with existence of subsurface cavity using Falling Weight Deflectometer (FWD) deflection and backcalculation analysis using GAPAVE program developed the KICT. The characteristics of FWD deflections are analysed for cavity and intact asphalt pavements. The stiffness reduction in the asphalt pavement due to subsurface cavity was evaluated as a result of this FWD test. The Seoul Metropolitan Government has conducted a Ground Penetrating Radar (GPR) test, coring, and image photographing in four different locations to determine the presence of the cavity and figure out the cavity depth and size underneath asphalt pavements. The cavity depths measured in this section range between 17cm to 51cm, and its lengths are at least 70cm to up to 310cm. It is found from this analysis that the deflections measured from cavity section are generally higher than intact section in same locations. As results of backcalculation analysis, it appears that the backcalculated moduli are generally decreasing with increase of cavity depth. After comparing with AC moduli obtained from intact and cavity section, it is observed that about 80% of moduli was reduced with existence of subsurface.