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堆石料蠕变模型及参数求取
引用本文:孙庚,张茵琪,李海芳. 堆石料蠕变模型及参数求取[J]. 中国水利水电科学研究院学报, 2016, 0(2): 115-121
作者姓名:孙庚  张茵琪  李海芳
作者单位:中国水利水电科学研究院岩土工程研究所, 北京 100048;中国水利水电科学研究院岩土工程研究所, 北京 100048;中国水利水电科学研究院岩土工程研究所, 北京 100048
基金项目:中国水利水电科学研究院科研专项(岩基本科研1511)
摘    要:通过大型三轴蠕变仪对两河口水电站混合料的蠕变特性进行试验研究,对其蠕变机理和模型进行探讨。结果表明两河口水电站混合料的轴向和体积蠕变可以用幂函数来描述,轴向初始蠕变和轴向蠕变指数与轴向主应力差关系可用幂函数表示;体积初始蠕变与平均主应力成线性关系,体积蠕变指数与平均主应力成幂函数关系。模型参数可通过蠕变特性试验确定,最后对模型参数的影响因素进行了分析。

关 键 词:岩土力学  三轴试验  堆石料  围压  应力比  蠕变特性  模型试验  模型参数
收稿时间:2015-09-09

The research of rockfill creep model and parameters
SUN Geng,ZHANG Yinqi and LI Haifang. The research of rockfill creep model and parameters[J]. Journal of China Institute of Water Resources and Hydropower Research, 2016, 0(2): 115-121
Authors:SUN Geng  ZHANG Yinqi  LI Haifang
Affiliation:China Institute of Water Resources and Hydropower Research, Beijing 100048, China;China Institute of Water Resources and Hydropower Research, Beijing 100048, China;China Institute of Water Resources and Hydropower Research, Beijing 100048, China
Abstract:In this paper,experimental research is conducted on the creep characteristics of the mixture of Lianghekou Hydropower Station through three axis creep apparatus. The creep mechanism and model are discussed. The axial and volumetric creep of the mixture of Lianghekou Hydropower Station can be described by a power function. The initial axial creep and axial creep index could be represented by a power function with the axial stress difference;the volume of the initial creep and the average principal stress is linear and volumetric creep index and average principal stress are a power function relationship. Determination of creep model parameters can be obtained by experiment,and the factors which influence the model parameters were analyzed.
Keywords:rock and soil mechanics  triaxial test  rockfill  creep behavior  confining pressure  The stress ratio  model test
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