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基于能量法的尾粉土累积应变增长方式研究
引用本文:莫海鸿,单毅,李慧子,刘叔灼,陈俊生.基于能量法的尾粉土累积应变增长方式研究[J].岩土工程学报,2017,39(11):1959-1966.
作者姓名:莫海鸿  单毅  李慧子  刘叔灼  陈俊生
作者单位:1. 华南理工大学土木与交通学院,广东 广州510641;2. 华南理工大学亚热带建筑科学国家重点实验室,广东 广州 510641;3. 广东省重工建筑设计院有限公司,广东 广州 510040
基金项目:亚热带建筑科学国家重点实验室自主研究课题项目
摘    要:为了研究累积塑性应变增长方式与能量耗散的关系,从机理方面进一步细化累积塑性应变增长方式。基于饱和尾粉土在3种孔隙比条件下不同循环应力比的固结不排水循环剪切试验,改进传统能量耗散计算方法,依据塑性应变累积能量耗散与黏滞累积能量耗散的关系对累积塑性应变增长方式进行了重新分类,并从能量耗散机理上阐述累积塑性应变的开展。研究结果表明:随着循环应力比增大,黏滞累积能量耗散速率将逐渐超越塑性应变累积能量耗散速率。将累积塑性应变增长形式细分为4类:稳定型、稳定破坏型、破坏型、和崩塌型。同时认为塑性应变累积能量耗散的产生是由于砂粒、粉粒等较大颗粒发生颗粒重排,而黏滞累积能量耗散的产生是由于黏粒、胶粒等较小颗粒间双电离子层内弱结合水发生脱离,粒间发生相对滑移。上述能量耗散机理与建立的累积塑性应变增长方式分类相一致,为进一步研究累积塑性应变模型提供研究基础。

关 键 词:饱和尾粉土  循环应力比  累积塑性应变  能量耗散  塑性应变累积能量  黏滞累积能量  
收稿时间:2016-08-01

Energy-based method for analyzing accumulative plastic strain growth of tailing silt
MO Hai-hong,SHAN Yi,LI Hui-zi,LIU Shu-zhuo,CHEN Jun-sheng.Energy-based method for analyzing accumulative plastic strain growth of tailing silt[J].Chinese Journal of Geotechnical Engineering,2017,39(11):1959-1966.
Authors:MO Hai-hong  SHAN Yi  LI Hui-zi  LIU Shu-zhuo  CHEN Jun-sheng
Affiliation:1. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China;2. State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510641, China;3. Guangdong Zhonggong Architectural Design Co., Ltd., Guangzhou 510040, China
Abstract:In order to study the relationship between the accumulative plastic strain growth and the energy dissipation, and to further classify the pattern of the accumulative plastic strain growth, dynamic consolidated-undrained triaxial shear tests are conducted on tailing silts with different void ratios under different cyclic stress ratios. The energy dissipation in soil is divided into plastic strain and viscous accumulative energy dissipations. According to the relationships, failure modes of the accumulative plastic strain growth are reclassified, and the development of accumulative plastic strain is interpreted based on the improved energy dissipation mechanism. The research highlights that as the cyclic stress ratio keeps increasing, the rate of dissipation of viscous accumulative energy will exceed that of the plastic strain accumulative energy,and the development mode of accumulative plastic strain will turn from the stability to the failure. Furthermore, the failure modes are reasonably divided into four categories: stable type, stable damage type, damage type and collapse. Essentially, the plastic strain accumulative energy will dissipate due to the rearrangement among relatively large particles such as sand and silt grains. Similarly, the viscous accumulative energy will dissipate because of the relative slippage among clay particles and colloid particles under the relaxation of weak bound water in the double electrical layers. This energy dissipation mechanism is consistent with the proposed failure pattern of the accumulative plastic strain growth. The research results may provide a basis for further model researches on the accumulative plastic strain growth.
Keywords:saturated tailing silt  cyclic stress ratio  accumulative plastic strain  energy dissipation  plastic strain accumulative energy  viscous accumulative energy  
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