再现了研究区的三种变形破坏模式；
Following, the deformation failure mechanism of three instability patterns is particularly analyzed.
试验结果表明：（1） 变形破坏模式为滑移–拉裂式；
The experimental results show that:(1) the failure mode is sliding and fracturing;
不同的边坡结构，其变形破坏模式不同，所采取的防治措施也不同。
Different deformation and failure modes of the soil slope, the consequences and people's responses are also quite different.
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