Rheological model and rheological equation of sullage soft soil under dynamic loading

HU Hua

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Rheological model and rheological equation of sullage soft soil under dynamic loading

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- Rheological model and rheological equation of sullage soft soil under dynamic loading
- Vol. 28, Issue 2, (2007)
- 作者机构：
  
  厦门大学土木工程系,厦门,361005
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU447
- Online First：28 August 2013，
  
  Published：2007
- 稿件说明：
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HU Hua. Rheological model and rheological equation of sullage soft soil under dynamic loading[J]. 2007, 28(2).
DOI：

HU Hua. Rheological model and rheological equation of sullage soft soil under dynamic loading[J]. 2007, 28(2). DOI：

摘要

淤泥质软土在动态载荷作用下具有黏弹塑性流变力学特性。在理论分析和测试基础上，建立了黏弹塑性流变力学模型，并推导了新的流变方程和动态黏弹性流变参数。研究结论对分析动态载荷作用下软土流变力学响应与稳定性，探索软土加速流变并导致岩土地质灾害的动力学机制等具有重要的理论意义，对维护岩土工程的安全性等具有重要的工程意义。

Abstract

The theoretical analysis and test indicate that sullage soft soil has viscoelasto-plastic rheological characteristics under dynamic loading. Based on this

the viscoelasto-plastic rheological model is established

and a new rheological equation and dynamic rheological parameters are deduced. The research conclusions have important theoretical significance for us to analyze rheological dynamic response and stability

rheology dynamic mechanism of leading geological disaster

and also for us to keep geotechnical engineering security.

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Related Institution

Institute of Geotechnical Engineering, Hohai University

Department of Hydraulic and Hydropower Engineering, Tsinghua University

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