Simulation for the Spatial–Time Characteristics of High Arch Dam

Author:

Zou Lichun,Chen Shenghong,Wang Guojin,Fu Shaojun,Tang Xianliang,Xu Qing,Zhao Zhiyong,Wang Weiming,Xie Min,He Ji

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference64 articles.

1. Andersson J, Dverstorp B (1987) Conditional simulation of fluid flow in three-dimensional networks of discrete fractures. Water Resour Res 23(10):1876–1886

2. Aydan O (1989) The stabilisation of rock engineering structures by rock bolts. Ph.D. thesis of Nagoya University, Japan

3. Barenblatt GI et al (1960) Basic concepts in the theory of seepage of homogenous liquids in fissured rocks. J Appl Math Mech 24(5):12–18

4. Bureau of Reclamation (BOR) (1971) The story of Hoover Dam. USBR, Washington

5. Cacas MC, Ledoux B, De Marsity G, Tillie B, Barbreau A, Durand E, Feuga B, Peaudecerf P (1990) Modeling fracture flow with a stochastic discrete fracture network: calibration and validation, 1. The flow model. Water Resour Res 26(3):479–489

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