Different Deformation Patterns in High Core Wall Rockfill Dams: A Case Study of the Maoergai and Qiaoqi Dams

<div>Information of the Qiaoqi gravelly soil core rockfill dam. (a) Maximum cross section and layout of monitoring gauges. (b) Longitudinal section. (c) Dam construction and reservoir impounding process.</div>

Advances in Civil Engineering

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Figure 2: Different Deformation Patterns in High Core Wall Rockfill Dams: A Case Study of the Maoergai and Qiaoqi Dams 