000			a
999			_c18552 _d18552
003			OSt
005			20230102105330.0
008			230102b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_919524 _aShafiee-Panah, Alireza
245			_aEvaluation of geocell-reinforced pavement constructed with recycled concrete aggregate subjected to wheel loads
250			_aVol.52(6), Dec
260			_aUSA _bSpringer _c2022
300			_a1353-1371p.
520			_aOver the past decades, industrialization and increased construction activities have substantially raised construction and demolition waste generation. Thus, the use of recycled concrete aggregate (RCA) made of construction and demolition wastes has attracted the attention of researchers in civil engineering. In this regard, the use of RCA on low-traffic roads can significantly contribute to environmental protection. For enhancing the load-bearing characteristics in these materials, geocell reinforcement was proposed in this study. A series of experiments have been carried out to evaluate the rutting behavior of geocell-reinforced subgrades and the benefit of geocell reinforcement in RCA and other materials under moving wheel loads. The rut depth has been measured at 2, 4, 10, 20, 30, 50, and 80 passes, and the subgrade response has been evaluated in the form of rut depth-wheel pass plots. The findings demonstrated that the rutting performance of RCA was satisfactory. Recycled concrete aggregate subgrade showed the best rutting performance in reinforced and unreinforced backfills compared to other subgrades. Also, Geocell reinforcement improved the rutting performance of the RCA subgrade up to 23%.
650		0	_94621 _aCivil Engineering
700			_919525 _aGhanbari, Ali
773	0		_tIndian geotechnical journal _dSwitzerland Springer _x 0971-9555
856			_uhttps://link.springer.com/article/10.1007/s40098-022-00632-0 _yClick here
942			_2ddc _cAR