The failure mode that developed during rapid drawdown of water level was of the multiple retrogressive type.
松散填土边坡的失稳模式为有多重滑面的牵引破坏模式。
In design of homogeneous earth dam, sudden drawdown of water level is always a control condition for stability of upstream slope.
在均质土坝设计中，水位骤降通常是上游边坡稳定计算时需控制的工况。
A large-scale model test was performed to investigate the failure mode and causes of landsides of the slope adjacent to water during rapid drawdown of water level.
通过大型模型试验研究水位骤降引致临水边坡滑坡的原因及失稳模式。
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