Study on working performance evaluation of the high arch dam of Dagangshan#br#
hydropower station during the initial impoundment period
MA Ke1，2，WANG Longjiang3，ZHUANG Duanyang1，2，LONG Liji3，ZHANG Guoxin4，LV Pengfei5
(1. Institute of Rock Instability and Seismicity Research，Dalian University of Technology，Dalian，Liaoning 116024，China；2. State Key Laboratory of Coastal and Offshore Engineering，Dalian University of Technology，Dalian，Liaoning 116023，China；3. College of River and Ocean Engineering，Chongqing Jiaotong University，Chongqing 400074，China；4. China Institute of Water Resources and Hydropower Research，Beijing 100038，China；5. Guodian Dagangshan Hydropower Development Co.，
Ltd.，Ya?an，Sichuan 625409，China)
Abstract：The displacement and stress state of high arch dams are the key concerns of arch dams during the initial impoundment period. In this paper，adopting the microseismic monitoring technology in combination of finite element numerical simulation，the internal correlation between microseismic deformation and stress in arch dam was studied，and the change laws of stress and displacement during the initial impoundment period were analyzed. The evolution law of working behavior during the initial impoundment period was investigated，and a method for judging the actual stress state of the arch dam by microseismic events was proposed. The results show that the microseismic events are consistent with the stress distribution of the arch dam in space and time and that the concentration and migration of the high compressive stress of the arch dam are the internal driving force of microseismic events. Both the high compressive stress and the microseismic deformation are concentrated on the dam heel before impoundment while transferred from the dam heel to the dam toe after impoundment. It is also revealed that the principle tensile stress zone is transferred from the arch dam abutment to the dam heel after impoundment. The distribution of the stress concentration area of the arch dam in different impoundment periods can be inferred from the cumulative frequency distribution of of microseismic events. The results can provide a certain reference for the study on actual working performances of arch dams.
马 克1，2，王龙江3，庄端阳1，2，龙丽吉 3，张国新4，吕鹏飞5. 大岗山水电站高拱坝蓄水初期工作性态演化研究[J]. 岩石力学与工程学报, 2019, 38(9): 1776-1785.
MA Ke1，2，WANG Longjiang3，ZHUANG Duanyang1，2，LONG Liji3，ZHANG Guoxin4，LV Pengfei5 . Study on working performance evaluation of the high arch dam of Dagangshan#br#
hydropower station during the initial impoundment period. , 2019, 38(9): 1776-1785.
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2019, Vol. 38 
