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黄土路基工后沉降预测模型对比研究 总被引:2,自引:0,他引:2
工后沉降是造成路基沉降变形的主要原因,研究路基工后沉降的规律并预测最终沉降量对工程设计具有重要意义.利用兰武二线黄土路基工后沉降的长期观测数据,提出一种新的分析预测模型--似固结模型,并与泊松模型、指数模型、对数模型、双曲线模型的预测结果进行对比分析.结果表明:双曲线模型与似固结模型的误差平方和与预测曲线的误差均较小,能较好地反映黄土路基工后沉降的规律,两者相互印证,提高了工后沉降预测的可靠度.利用各种预测模型对不同测点工后沉降进行预测分析后的对比研究表明,似固结模型对黄土路基工后沉降的预测有较广泛的适用性,研究结论对于黄土地区铁路建设具有一定的借鉴意义. 相似文献
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A new multi-sensor data fusion algorithm based on EMD-MMSE was proposed.Empirical mode decomposition(EMD)is used to extract the noise of every time series for estimating the variance of the noise.Then minimum mean square error(MMSE)estimator is used to calculate the weights of the corresponding series.Finally,the fused signal is the weighted addition of all these series.The experiments in lab testified the efficiency of this method.In addition,the comparison in fusion time and fusion results with existing fusion method based on wavelet and average technique shows the advantage of this method greatly. 相似文献