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振动压实-土系统振动摩擦机理研究及其振动响应分析

Study on Vibration Friction Mechanism of Vibration Compaction-Soil System with Granules and Its Vibration Response Analysis

中文摘要英文摘要

本文结合振动和摩擦学理论,揭示了振动工况下散体介质的振动摩擦机理。根据散体动力学理论,在振动压实过程中随着振动频率的增大,散体介质由静摩擦转变为动摩擦,土体惯性力逐渐增大,内摩擦逐渐减小,并且存在最优振动强度值使得土体内摩擦最小。建立了振动压实-土体系统的指数函数滞回模型,并得到其非线性振动响应分析结果。

ombining vibration with tribology, this paper presents the mechanism of friction in vibration based on granules. According to granular dynamic theory, friction of granule materials in vibration case changes from static to sliding. With frequency increasing, inertia force of soil is increased and internal friction is reduced in the process of vibration compaction. And there exists the optimal value of vibration intensity to make the internal friction least. At last, the exponential function hysteretic model of soil is proposed and the nonlinear vibration response is got.

闻邦椿、滕云楠、谢里阳

水利工程基础科学工程基础科学材料科学

散体振动摩擦振动压实

granulesvibration frictionvibration compaction

闻邦椿,滕云楠,谢里阳.振动压实-土系统振动摩擦机理研究及其振动响应分析[EB/OL].(2015-03-17)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/201503-155.点此复制

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