›› 2008, Vol. 29 ›› Issue (3): 696-700.

• 基础理论与实验研究 • 上一篇    下一篇

淤泥质软土动态流变特性与流变参数研究

胡 华,顾恒星,俞登荣   

  1. 厦门大学 土木工程系,厦门 361005
  • 收稿日期:2007-06-12 出版日期:2008-03-10 发布日期:2013-07-19
  • 作者简介:胡华,男,1968年生,博士,副教授,从事岩土工程、地质环境与地质灾害防治、地下工程等方向的教学与科研工作。
  • 基金资助:

    国家自然科学基金资助(No. 50678155);福建省高等学校新世纪优秀人才支持计划项目

Research on dynamic rheological characteristics and rheologic parameters of sludge soft soil

HU Hua, GU Heng-xing, YU Deng-rong   

  1. Department of Civil Engineering, Xiamen University, Xiamen 361005, China
  • Received:2007-06-12 Online:2008-03-10 Published:2013-07-19

摘要: 实际调查和理论分析表明,软弱岩土具有流变特性,动态载荷作用加速了软弱岩土的流变行为,成为诱发岩土地质灾害的重要因素和主要动力。在测试分析动载作用下淤泥质软土的流变力学特性基础上,建立了动态黏弹塑性流变力学模型和流变方程,推导出动态流变参数计算式;通过测试,分析了动态剪切作用频率、动态剪切应变、淤泥质软土含水率等因素对动态流变参数影响特性。研究结果对揭示动载作用下淤泥质软土动态流变特性与流变参数影响变化规律,探索软弱岩土突发地质灾害的流变动力学机制等具有一定的理论和现实意义。

关键词: 动态载荷, 淤泥质软土, 动态流变力学特性, 动态流变参数, 岩土地质灾害

Abstract: The practical investigation and theoretical analysis indicate that the soft rock-soil has rheological characteristics; the dynamic loading can accelerate rheological action of soft rock-soil, and become the important factor and primary power which induce geotechnical engineering disaster and geological disaster. The dynamic rheological characteristic of sludge soft soil are tested; the dynamic viscoelasto-plastic rheological model and rheological equation are established; and the expression of dynamic rheologic parameters are deduced. The dynamic rheological parameters of sludge soft soil are tested under dynamic shear action; the influential characteristic is analyzed that the factors such as dynamic shear frequency, shear strain, water content of sludge soft soil, etc. effect dynamic rheological parameters of sludge soft soil. The research results have actual significance for us to open out the influence disciplinarian of rheological mechanism characteristics and rheological parameters of sludge soft soil under dynamic loading. It has also important academic significance for us to find out rheological dynamics of soft rock-soil bursting out geotechnical engineering disaster and geologic disaster.

Key words: dynamic loading, sludge soft soil, dynamic rheological characteristics, dynamic rheological parameters, geotechnical engineering and geological disaster

中图分类号: 

  • TU 447
[1] 张 盛 ,李新文 ,杨向浩 . 动载确定方法对岩石动态断裂韧度测试的影响[J]. , 2013, 34(9): 2721-2726.
[2] 胡 华. 软土稳态流变参数多因素影响特性试验研究[J]. , 2008, 29(S1): 507-510.
[3] 胡 华. 动载作用下淤泥质软土流变模型与流变方程[J]. , 2007, 28(2): 237-240.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 杨自友,顾金才,杨本水,陈安敏,徐景茂. 锚杆对围岩的加固效果和动载响应的数值分析[J]. , 2009, 30(9): 2805 -2809 .
[2] 何思明,吴 永,李新坡. 嵌岩抗拔桩作用机制研究[J]. , 2009, 30(2): 333 -337 .
[3] 陈智强,张永兴,周检英. 基于数字散斑技术的深埋隧道围岩岩爆倾向相似材料试验研究[J]. , 2011, 32(S1): 141 -148 .
[4] 杜文琪,王 刚. 土工结构地震滑动位移统计分析[J]. , 2011, 32(S1): 520 -0525 .
[5] 许振浩 ,李术才 ,李利平 ,侯建刚 ,隋 斌 ,石少帅. 基于层次分析法的岩溶隧道突水突泥风险评估[J]. , 2011, 32(6): 1757 -1766 .
[6] 魏厚振,颜荣涛,陈 盼,田慧会,吴二林,韦昌富. 不同水合物含量含二氧化碳水合物砂三轴试验研究[J]. , 2011, 32(S2): 198 -203 .
[7] 温世清 ,刘汉龙 ,陈育民. 浆固碎石桩单桩荷载传递特性研究[J]. , 2011, 32(12): 3637 -3641 .
[8] 巩思园,窦林名,何 江,贺 虎,陆菜平,牟宗龙. 深部冲击倾向煤岩循环加卸载的纵波波速与应力关系试验研究[J]. , 2012, 33(1): 41 -47 .
[9] 李顺群 ,高凌霞 ,柴寿喜. 冻土力学性质影响因素的显著性和交互作用研究[J]. , 2012, 33(4): 1173 -1177 .
[10] 钟 声 ,王川婴 ,吴立新 ,唐新建 ,王清远. 点状不良地质体钻孔雷达响应特征 ——围岩及充填效应正演分析[J]. , 2012, 33(4): 1191 -1195 .