In terms of the locations of the potential dangerous slip surface, the failure of rock slope can be classified as shallow slide and deep slide.
根据边坡潜在滑动面的位置可将岩质边坡的滑动分为浅层滑动和深层滑动两种形式。
According to the failure mechanism of unsaturated expansive soil slope, the countermeasures to prevent shallow layer soil slide are suggested.
根据非饱和膨胀土边坡失稳的机理提出了防止边坡浅层滑动的对策措施。
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