| 基于SFG模型的统一屈服面本构模型与试验研究 |
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| 引用本文： | 邓子千,陈嘉帅,王建伟,刘小文.基于SFG模型的统一屈服面本构模型与试验研究[J].岩土力学,2020,41(2):527-534. |
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| 作者姓名： | 邓子千 陈嘉帅 王建伟 刘小文 |
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| 作者单位： | 1. 南昌大学 建筑工程学院，江西 南昌 330031；2. 江西省交通设计研究院有限公司，江西 南昌 330052；
3. 江西省安全生产科学技术研究中心，江西 南昌 330001 |
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| 基金项目： | 国家自然科学基金（No. 51268046，No. 51468041）；江西省自然科学基金（No. 20151BAB203037）；南昌大学研究生创新专项资金 （No. CX2018060）。 |
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| 摘 要： | 将SFG模型中的加载湿陷屈服面（LC屈服面）与BBM模型中提出的吸力增加屈服面（SI屈服面）统一成为单独光滑的屈服面，基于弹塑性理论框架，推导出相应的弹塑性本构模型。通过非饱和固结直剪试验对江西红土的模型计算参数的应力-应变曲线与试验结果进行对比。结果表明：模型对多种应力路径下非饱和三轴试验的计算结果与相应试验的测定结果较为吻合，验证了模型能较好地模拟非饱和土在多种应力路径下的体应变行为。统一屈服面简化了加载湿陷屈服面与吸力增加屈服面之间的耦合分析，解决了因双屈服面的不连续而造成计算不便问题，拓宽了SFG模型的适用性。
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| 关 键 词： | 非饱和土 SFG本构模型 统一屈服面 |
| 收稿时间： | 2019-01-25 |
| 修稿时间： | 2019-05-17 |
Constitutive model and experimental study
of uniform yield surface based on SFG model |
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| DENG Zi-qian,CHEN Jia-shuai,WANG Jian-wei,LIU Xiao-wen.Constitutive model and experimental study
of uniform yield surface based on SFG model[J].Rock and Soil Mechanics,2020,41(2):527-534. |
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| Authors: | DENG Zi-qian CHEN Jia-shuai WANG Jian-wei LIU Xiao-wen |
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| Institution: | 1. School of Civil Engineering and Architecture, Nanchang University, Nanchang, Jiangxi 330031, China;
2. Communications Design & Research Institute Co., Ltd. of Jiangxi Province, Nanchang, Jiangxi 330052, China;
3. Science & Technology Research Center of Safety Production, Jiangxi Province, Nanchang, Jiangxi 330001, China |
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| Abstract: | In this paper, the loading wet yield surface (LC yield surface) in the SFG model and the suction increasing yield surface (SI yield surface) proposed in the BBM model are unified into a single smooth yield surface. The corresponding elasto-plastic constitutive model is derived under the framework of elasto-plastic theory. The model calculation parameters of Jiangxi red clay were determined by unsaturated consolidation direct shear test. The calculation parameters are entered into the model program and the stress path of the unsaturated triaxial test is calculated by the program and compared against experimental results in a published paper. Based on stress-strain curves calculated from the comparison model and test results, we draw a conclusion that the calculation results of the unsaturated triaxial test model under different stress paths are in good agreement with the experimental results. It is verified that the model can better simulate the volumetric strain behavior of unsaturated soil under various stress paths than other models. Uniform yield surface simplifies the coupling analysis between loading wet yield surface and suction increasing yield surface. Our model solves the problem of inconvenience caused by the discontinuity of the double yield surface, and broadens the applicability of the SFG model. |
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| Keywords: | unsaturated soil SFG constitutive model uniform yield surface |
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