The recycling of scrap tires has become an important issue in the area of environmental protection in the past 20 years. In recent years, tire strips and tire-derived aggregates (TDA) have been used in geotechnical engineering projects. Both reinforcement methods are proved available to improve the horizontal resistance of stabilized structures. This study reported a new method which combined tire strips and TDA utilization in order to investigate if such combinations could further improve the stability of retaining structures. The shear properties of TDA reinforced sand with different tire content levels (0%, 10%, 20%, and 30%) were measured using direct shear tests. The pullout behaviors of tire strips with and without transverse ribs embedded in pure sand/TDA reinforced materials were then compared. Based on the obtained results, a new calculation method was proposed for the estimation of the peak pullout resistance of tire strips embedded in TDA-reinforced sand, with the interference of transverse ribs and different tire content levels of the TDA-reinforced sand taken into consideration. The test results revealed that a tire content level of 20% was the optimal proportion of TDA-reinforced sand. Meanwhile, the model tests proved that the end resistance provided by transverse ribs could largely enhance the ultimate pullout capacity of soil structures. Therefore, it was concluded that the proposed methods were feasible in scrap tire recycling projects, and the test results and proposed calculation method could potentially provide important references for the future designs and construction of tire strip stabilized retaining walls.
Keywords: Pullout behavior; Reinforcement strips; Scrap tires; TDA-reinforced soil structures.
© 2022. The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature.