Analysis of ultimate lateral resistance of sheet piles in clay by numerical lower bound method;
基于结构和平面应变单元，采用数值下限法分析结构–土体接触的稳定性问题。
The advantages of this method are obvious compared to that of numerical analysis.
这种方法比数值模拟方法有明显的优越性。
The advantages of this method are obvious compared to that of numerical analysis.
这种方法比数值模拟方法有明显的优越性。
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