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Signal Analysis On Soil Stress From Vibrating Compaction Based On Wavelet Transform

机译:基于小波变换的振动压实土壤应力信号分析

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The paper presented the wavelet transform method for d e-noising and singularity detection to soil compressive stress signal. The study results show that the reconstruction signals by the wavelet de-noising keeps the low frequency component at [0, 31.25Hz] of the original signal and improves the high frequency property at other frequency bands. The impaction time from the start time to resonance time of the stress signals is varies with the depth of the soil. With the increase of times of compaction, the impaction time of the stress is decreasing in every layer. But the speed of reaching compacted status in each layer is different.
机译:提出了基于小波变换的土壤压应力信号降噪和奇异性检测方法。研究结果表明,通过小波消噪的重构信号将低频分量保持在原始信号的[0,31.25Hz],并改善了其他频段的高频特性。从应力信号的开始时间到共振时间的冲击时间随土壤深度而变化。随着压实时间的增加,应力的冲击时间在每一层都在减少。但是在每一层中达到压缩状态的速度是不同的。

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