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Safety Prediction Analysis of High Asphalt Concrete Core Rockfill Dam Based on Rockfill Test
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Bo FANG1, Peng XIAO1, Hui WANG2
Water Resources and Power | 2026, 44(1) : 128 - 132
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Water Resources and Power | 2026, 44(1): 128-132
Safety Prediction Analysis of High Asphalt Concrete Core Rockfill Dam Based on Rockfill Test
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Bo FANG1, Peng XIAO1, Hui WANG2
Affiliations
  • 1.PowerChina Zhongnan Engineering Corporation Limited, Changsha 410014, China
  • 2.PowerChina Huadong Engineering Corporation Limited, Hangzhou 311122, China
Published: 2026-01-25 doi: 10.20040/j.cnki.1000-7709.2026.20250394
Outline
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Analyzing the safety of the dam is of vital importance for maintaining their safe operation. Relying on the high asphalt concrete core rockfill dam project of the lower reservoir of a planned pumped storage power station, the mechanical characteristics tests of rockfill materials in transition layer, upstream rockfill area and downstream rockfill area were carried out. The Duncan E-B model and rheological model parameters of rockfill materials were measured. On this basis, the three-dimensional nonlinear stress-deformation finite element calculation of the dam was carried out. The safety of the dam was demonstrated from the aspects of dam body, core wall and cutoff wall. The results show that under the normal water level, the extreme settlement value of the dam is -22.29 cm and the settlement rate is 0.28%. The major and minor principal stresses of the dam are 1.38 MPa and 0.54 MPa, respectively. The extreme values of core wall displacement along the river, dam axial displacement and vertical displacement are 11.55 cm, -3.70 cm/3.63 cm and -21.46 cm, respectively. The extreme value of principal tensile strain is -0.8%. The extreme displacement values of the cutoff wall along the river, the axial direction and the vertical direction of the dam are 1.32 cm, -0.11 cm/0.02 cm and -0.54 cm, respectively. The extreme values of major and minor principal stresses are 6.82 MPa and -1.20 MPa respectively. After rheology and wetting are taken into account, the extreme value of dam settlement is -35.00 cm, and the settlement rate is 0.44%. The extreme values of core displacement along the river, dam axial and vertical displacement are 13.65 cm, -4.97 cm/4.77 cm and -33.01 cm, respectively. The comprehensive analysis results indicate that the distribution and extreme value of stress and deformation of the dam are reasonable, and the tensile strain of asphalt concrete core wall and the tensile stress of concrete wall in dam foundation are not beyond the standard value, so it can be judged that the dam can meet the requirements of safe operation.

pumped storage power station  /  asphalt concrete core rockfill dam  /  mechanical characteristics test of rockfill material  /  nonlinear finite element method  /  core wall  /  impervious wall
方博, 肖澎, 王辉. 基于堆石料试验的高沥青混凝土心墙坝筑坝安全性预测分析. 水电能源科学, 2026 , 44 (1) : 128 -132 . DOI: 10.20040/j.cnki.1000-7709.2026.20250394
Bo FANG, Peng XIAO, Hui WANG. Safety Prediction Analysis of High Asphalt Concrete Core Rockfill Dam Based on Rockfill Test[J]. Water Resources and Power, 2026 , 44 (1) : 128 -132 . DOI: 10.20040/j.cnki.1000-7709.2026.20250394
Year 2026 volume 44 Issue 1
98
16
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Article Info
doi: 10.20040/j.cnki.1000-7709.2026.20250394
  • Receive Date:2025-03-05
  • Online Date:2026-09-28
  • Published:2026-01-25
Article Data
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History
  • Received:2025-03-05
  • Revised:2025-04-08
  • Accepted:2025-04-15
Funding
Affiliations
    1.PowerChina Zhongnan Engineering Corporation Limited, Changsha 410014, China
    2.PowerChina Huadong Engineering Corporation Limited, Hangzhou 311122, China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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