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Transverse Joint Aperture Simulation of High Arch Dam Based on Measured Temperature in Construction Period
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作者 ZHANG Chao CHANG Xiaolin +1 位作者 LIU Xinghong DUAN Yin 《Wuhan University Journal of Natural Sciences》 CAS 2014年第4期361-368,共8页
Transverse joint aperture is of certain reference value to ensure joint grouting quality and overall safety of high arch dam. A 3D isoparametric joint element model with spherical surface key grooves and finite thickn... Transverse joint aperture is of certain reference value to ensure joint grouting quality and overall safety of high arch dam. A 3D isoparametric joint element model with spherical surface key grooves and finite thickness is used to simulate a transverse joint. A set of program is developed to simulate the transverse joint ap- erture of Dagangshan high arch dam. Combined with the measured temperatures, the whole developing process of Dagangshan arch dam's transverse joint aperture is simulated. The real work behav- ior of transverse joint, thermal and mechanical properties of con- crete, pouring process, joint grouting temperature and cantilever height of high arch dam are considered during the simulation. The simulation results show that the lower of the joint grouting tem- perature, the larger value of transverse joint aperture; the higher of cantilever height during the construction period, the smaller value of transverse joint aperture. 展开更多
关键词 high arch dam simulation analysis transverse jointaperture temperature field cantilever height
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