这些研究成果为岩石力学相似模型试验提供了依据。
These results provide useful references for rock mechanics simulation experiments.
采用室内相似模型试验和数值模拟方法，对某悬索桥重力式锚碇变位问题进行了研究。
Based on model test and numerical simulation, the research on displacement of a gravity anchorage of a suspension bridge has been carried out.
在描述土钉支护软土边壁(坡)相似模型试验现象和结果基础上，对其加固、支护机理作了探讨。
The phenomena and results of similar model tests on soil nail support in soft clay side walls (slope) are described, and then the reinforcement and support mechanism are discussed.
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