恢复和稳定河岸走廊。
借助土力学中边坡稳定性理论，对河岸崩塌变形进行数值模拟。
It also USES the theory of slope stability of soil mechanics to simulate bank failure and deformation.
河岸抗冲稳定性较强，并经常出现高含沙量大洪水，是形成渭河下游窄深河槽的关键。
The strong scour resistance and stability of the Banks and coming big floods always with high sediment concentration are the key fators for forming a narrow and deep channel in the lower wei River.
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