Reinforcement Analysis of Toe Blocks and Anchor Cables at the Xiluodu Super-High Arch Dam

High stress concentrations near an arch dam–foundation interface may cause cracking and failure, particularly in super-high arch dams. Appropriate reinforcement measures are usually needed at the dam toe to increase the shear strength and bearing capacity of the rock mass foundation. In this paper,...

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Veröffentlicht in:	Rock mechanics and rock engineering 2018-08, Vol.51 (8), p.2533-2554
Hauptverfasser:	Shi, Jie, Lin, Peng, Zhou, Yuande, Wei, Pengcheng, Wang, Renkun
Format:	Artikel
Sprache:	eng
Schlagworte:	Anchors Anomalies Arch dams Bearing capacity Cables Civil Engineering Computer simulation Crack initiation Cracking (corrosion) Dam engineering Dam failure Dam foundations Dam safety Dam stability Dams Deformation Deformation mechanisms Earth and Environmental Science Earth Sciences Evaluation Geophysics/Geodesy Mathematical models Model testing Monitoring Original Paper Reinforcement Safety factors Seepage Shear strength
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