由于与雷达回波密切相关，所以经脉压处理后，干扰能量损失不大。
Owing to its close relation with radar echo signals, little jamming energy is lost.
在干扰能量法和超变形法的基础上，提出了基坑稳定评判的广角度综合评判法。
Based on the Inteference-Energy method and Over-deformation method, the extensive Angle method is applied in the judgement of the stability of ground foundation pit.
在土体非线性有限元分析的基础上，采用干扰能量法对边坡失稳过程进行了模拟。
On the basis of non linear finite element analysis, the destabilization process of slope was simulated by disturbing energy method in the thesis.
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