Abstract：Based on the stability research of slabs in plunge pool of a high arch dam, the case of formation of the uplift and its study method were indicated in this paper. The distribution of the uplift act on the slabs were studied. The empirical formula for maximum uplift given out in this paper can be used to calculate the hydraulic load of any engineering.
常云华;王秀杰;李宗伟. 反拱形水垫塘底板上举力特性的试验研究[J]. , 2010, 29(5): 230-234.
CHANG Yunhua;WANG Xiujie;LI Zongwei. Study on Uplift of Counter-Arched Slab in Plunge Pool. , 2010, 29(5): 230-234.
2010, Vol. 29 
