RESEARCH ON ELASTOPLASTIC MODEL WITH DOUBLE YIELD SURFACES UNDER CONSTANT STRESS RATIO PATH
WANG Yongming1，2，ZHU Sheng2，REN Jinming1，PENG Peng1，XU Xueyong1，3
(1. HydroChina Huadong Engineering Corporation，Hangzhou，Zhejiang 310014，China；2. State Key Laboratory of Hydrology-water Resources and Hydraulic Engineering，Hohai University，Nanjing，Jiangsu 210098，China；
3. State Key Laboratory of Geomechanics and Geotechnical Engineering，Institute of Rock and Soil Mechanics，
Chinese Academy of Sciences，Wuhan，Hubei 430071，China)
Abstract：The measured data from soil stressometer located in dam and achievements of previous researchers both showed that the stress path of rockfill during filling period is close to constant stress ratio state. This rule will not change because of the complicate material partition and construction stages. The stress path influences the deformation properties of rockfill in greater degree. The constitutive models and corresponding parameters obtained under the conventional triaxial experiments path may not play its role correctly for the real dam stress path. From the characters of stress-strain of Nuozhadu，Shuibuya and Sanbanxi rockfill materials，the and curves can be fitted with power function. Based on the Nanshui elastoplastic model with double yield surface(Shenzhujiang model)，an elastoplastic model with double yield surfaces in the p-q plane was established，which is suitable for constant stress ratio path. According to the direction of plastic strain increment，the reasonable shape of yield surface about under constant stress ratio path is investigated. Finally，taking the Nuozhadu dam main rockfill for case study，the model parameters are determined and the applicability of the model is analyzed primarily.
王永明1，2，朱 晟2，任金明1，彭 鹏1，徐学勇1，3. 等应力比路径下堆石料双屈服面弹塑性模型研究[J]. 岩石力学与工程学报, 2013, 32(1): 191-199.
WANG Yongming1，2，ZHU Sheng2，REN Jinming1，PENG Peng1，XU Xueyong1，3. RESEARCH ON ELASTOPLASTIC MODEL WITH DOUBLE YIELD SURFACES UNDER CONSTANT STRESS RATIO PATH. , 2013, 32(1): 191-199.
DUNCAN J M，BYRNE P，WONG K，et al. Strength，stress-strain and bulk modulus parameters for finite element analysis of stresses and movements in soil masses[R]. Berkeley：University of California，1980.
<body>Your browse does not support frame!</body>
2013, Vol. 32 
