The deformation mode of pile body composite foundation is systemic studied.
比较系统的研究了桩体复合地基变形模式；
The paper analyzed the deformation mode and failure mechanism of turn-over protection structure.
分析了翻车保护结构的变形模式和失效机理。
Symmetrical deformation mode of the specimen was converted into asymmetrical pattern beyond peak stress.
在应变软化阶段，试样的变形由对称性向非对称性转变。
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