• The top response of the model pile was calculated by using the model and the correctness of the model was verified by reference of the measurement waveform.

    用建立的数学模型求出了某试验桩的桩顶响应,以实测波形为参照,验证了理论模型的正确性。

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  • The proposed method is proved to be simple and effective in practical use, and its computed response is in good agreement with the tested in the model pile.

    该法简单、实用,计算的动力反应与实测模型桩的动力反应较为吻合。

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  • Dynamic response of a single pile under strong horizontal excitation is analyzed using boundary zone model in this paper, and compared with the experimental results for large-scale model pile.

    本文采用边界层模型分析了单桩在强烈水平激振作用下的动力反应,并且与大尺寸的模型桩的动力试验结果进行了对比。

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  • The behavior of the model pile in the liquefying saturated sand layer during shake is studied through the shake table test, and some results about the soil-pile dynamic interaction are obtained.

    通过振动台试验,研究了饱和砂土中桩基的振动特性,对桩土振动过程中的动力相互作用有了初步的认识。

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  • The model pile with two plates is loaded and unloaded for 5 times in silt and silty clay to study the engineering behavior of pile with plates and branches under repeated loading in different soils.

    为研究支盘桩在不同土质中重复加载下的工程性状,分别对一个双盘模型支盘桩在粉土和粉质黏土中进行5次重复加载–卸载试验,所加最大荷载小于该模型桩的极限承载力。

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  • Model pile essay and practical engineering application indicate that this method has favorable application foreground.

    模型桩试验分析及实际工程应用表明,该方法具有良好的应用前景。

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  • Model pile essay and practical engineering application indicate that this method has favorable application foreground.

    模型桩试验分析及实际工程应用表明,该方法具有良好的应用前景。

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