The centrifugal model test for slope damage mechanism with different water contents indicates two types of damage, namely whole body slide and tensile rupture.
不同含水量土质边坡破坏机理离心模型试验表明，土质边坡破坏存在两种形式，整体滑坍破坏和拉裂破坏。
The mechanism of losing stability of a slope is analyzed in detail in this paper. The stability and developing tendency of the slide are also analyzed and predicted scientifically.
详细分析了某边坡失稳的机理，并对滑坡的稳定性及其发展趋势进行了科学分析和预计。
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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