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将力学模型引入大坝安全监测领域，结合变形监测资料，提出了利用三维粘弹塑性理论拟定大坝二级监控指标的原理和方法。应用上述理论和方法拟定了佛子岭大坝变形二级监控指标，取得了安全监控大坝的实效。
The mechanical model was introduced into the field of dam safety monitoring. Based on the deformation monitoring data, the principle and method of using the three-dimensional viscoelastic plasticity theory to establish the secondary monitoring index of the dam were proposed. Applying the above theories and methods, the secondary deformation monitoring indicators of Foziling Dam have been drawn up and the effectiveness of safety monitoring dam has been achieved.