Transient Seepage Analysis of Qingyuan Power Station Underground Caverns and Drainage Hole Arrays with Excavation Process
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-021-06188-0.pdf
Reference29 articles.
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2. Cao, C.; Xu, Z.G.; Chai, J.R.; Li, Y.Q.: Radial fluid flow regime in a single fracture under high hydraulic pressure during shear process. J. Hydrol. 579, 124142 (2019)
3. Cao, C.; Xu, Z.G.; Chai, J.R.; Yuan, Q.; Tan, R.: Mechanical and hydraulic behaviors in a single fracture with asperities crushed during shear. Int. J. Geomech. 18(11), 04018148 (2018)
4. Xu, Z.G.; Cao, C.; Li, K.H.; Chai, J.R.; Xiong, W.; Zhao, J.Y.; Qin, R.G.: Simulation of drainage hole arrays and seepage control analysis of the Qingyuan Pumped Storage Power Station in China: a case study. Bull. Eng. Geol. Environ. 78(8), 6335–6346 (2019)
5. Li, Y.; Chen, Y.F.; Jiang, Q.H.; Hu, R.; Zhou, C.B.: Performance assessment and optimization of seepage control system: a numerical case study for Kala underground powerhouse. Comput. Geotech. 55, 306–315 (2014)
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