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2018•Hans Journal of Civil EngineeringOpen access

Experimental Study on Compaction Degree of Three Kinds of Soil Subgrade Based on Intelligent Compaction Technology

昌民 杨

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Abstract

建立了以填筑体为离散体的模型以及振动压路机响应信号处理模型，对在三种土路基材料下，运用MGYS-Ⅲ进行研究分析；对通过CMV与灌砂法得到的压实度值进行相关分析与回归分析。 A model with a filling body as a dispersion and the response signal processing model of vibratory roller are established, which make a research analysis for three kinds of soil subgrade materials, by using MGYS-III. Correlation analysis and regression analysis were carried out on the compactness values obtained through CMV and perfusion method.

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建立了以填筑体为离散体的模型以及振动压路机响应信号处理模型，对在三种土路基材料下，运用MGYS-Ⅲ进行研究分析；对通过CMV与灌砂法得到的压实度值进行相关分析与回归分析。 A model with a filling body as a dispersion and the response signal processing model of vibratory roller are established, which make a research analysis for three kinds of soil subgrade materials, by using MGYS-III. Correlation analysis and regression analysis were carried out on the compactness values obtained through CMV and perfusion method.

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Available abstract

建立了以填筑体为离散体的模型以及振动压路机响应信号处理模型，对在三种土路基材料下，运用MGYS-Ⅲ进行研究分析；对通过CMV与灌砂法得到的压实度值进行相关分析与回归分析。 A model with a filling body as a dispersion and the response signal processing model of vibratory roller are established, which make a research analysis for three kinds of soil subgrade materials, by using MGYS-III. Correlation analysis and regression analysis were carried out on the compactness values obtained through CMV and perfusion method.

Key concepts: Compaction, Subgrade, Degree (music), Geotechnical engineering, Soil compaction, Geology, Physics, Acoustics

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