Support system transformation and temporary consolidation design of pre-stressed continuous beam aqueduct across Nanliu River
Taking the aqueduct across Nanliu River as an example,analysis and calculation was made on the support system transformation and temporary consolidation design of pre-stressed continuous beam aqueduct.The support system transformation was discussed and analyzed from the aspects of concept,principle,construction process,influ-ence of internal force and temporary consolidation design etc.The bearing capacity of the adopted temporary consol-idation scheme under design and construction conditions was verified by check calculation.The results of study show the support system and temporary consolidation adopted for the aqueduct across Nanliu River have sufficient bearing capacity to meet the requirements of engineering.
pre-stressed continuous beam aqueductsupport system transformationtemporary consolidationanaly-sis and calculationNanliu River