边界面变形运动 deformative movement of systematic boundary
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本文建立了一种新的两层流模型，考虑了界面变形对系统稳定性的影响。
In the present paper, a new two-sided model is proposed and the interface deflection is taken into account.
用变形工具(COMMAND + T)将它们放置在合适的位置，并修整它们以适合界面。
Place them using the Transform Tool (Command + t) and fit them to the interface pieces.
结果表明，现行的单钢管桩属于界面的粘结破坏，承载力低，变形能力弱，不能充分发挥材料特性。
Single pipe pile shows sliding failure at interface and cannot utilize the strength of material; the bearing capacity and deformation ability are low.
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