通过试验，验证了理论模型与实验结果的一致性，从而确认了模拟模型在理论分析中的可信度及在工程中的可用性。
The test results shown that consistent between the theoretical and the experimental data and simulating model's reliability as well its usability in engineering was confirmed.
许多研究者已提出了考虑不同影响因素的模型从理论上或用实验室土柱试验来模拟胶体的运移行为。
The models considering different factors were developed and used to simulate colloidal transport behavior in theory or in laboratory with column experiments.
通过实验室模型试验以及对具体边坡工程的数值模拟相结合的方法分析了在爆炸冲击载荷作用下岩体力学特性的演化过程。
Mold experiment and numerical simulation methods are adopted analyze the mechanical properties evolution of rock mass under blasting shock load in this paper.
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