循环荷载作用下土石混填料的蠕变模型研究

doi:10.11988/ckyyb.20220713

长江科学院院报 ›› 2023, Vol. 40 ›› Issue (12): 147-153.DOI: 10.11988/ckyyb.20220713

循环荷载作用下土石混填料的蠕变模型研究

刘家光¹, 宋杨^2,3, 王清洲⁴, 张志彬², 齐子怡²

1.河北建筑工程学院土木工程学院,河北张家口 075031;
2.河北水利电力学院交通工程系,河北沧州 061001;
3.河北省岩土工程安全与变形控制重点实验室,河北沧州 061001;
4.河北工业大学土木与交通学院,天津 300000

收稿日期:2022-06-21 修回日期:2022-12-10 出版日期:2023-12-01 发布日期:2023-12-01
作者简介:刘家光(1993-),男,河南信阳人,硕士研究生,主要从事道路工程方面的研究。E-mail:ljg20220316@163.com
基金资助:
国家自然科学基金项目(51978237);河北省自然科学基金项目(E2018412002);河北省高等学校科研重点项目(ZD2021068);河北省大学生科技创新能力培育专项

Creep Modeling of Soil-Rock Mixed Fill under Cyclic Loading

LIU Jia-guang¹, SONG Yang^2,3, WANG Qing-zhou⁴, ZHANG Zhi-bin², QI Zi-yi²

1. School of Civil Engineering, Hebei University of Architecture, Zhangjiakou 075031, China;
2. Department of Transportation Engineering, Hebei University of Water Resources and Electric Engineering, Cangzhou 061001, China;
3. Hebei Key Laboratory of Geotechnical Engineering Safety and Deformation Control, Cangzhou 061001, China;
4. School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300000, China

Received:2022-06-21 Revised:2022-12-10 Published:2023-12-01 Online:2023-12-01

摘要/Abstract

摘要： 为了研究土石混填料在循环荷载作用下的轴向累积应变特性,以土石混填料为研究对象,开展了室内大型动三轴试验,研究了不同动应力幅值和围压对土石混填料轴向累积应变的影响及动孔隙水压力的变化规律,并对轴向累积应变预测模型进行了分析。试验结果表明:土石混填料的轴向累积应变可根据安定性理论划分为塑性安定、塑性蠕变、增量破坏3种类型,且动应力幅值σ_d越大,试样的轴向累积应变就越大,围压σ₃越大,试样的轴向累积应变就越小。动孔隙水压力曲线与对应动应力幅值的轴向累积应变曲线是同一发展类型。针对土石混填料蠕变型轴向累积应变的发展特点,提出了修正后的改进模型,并验证了模型的可行性,该模型能很好地适用于拟合“塑性蠕变型”应变曲线。

关键词: 土石混填料, 大型动三轴试验, 轴向累积应变, 动应力幅值, 动孔隙水压力, 改进模型

Abstract: To investigate the cumulative deformation characteristics of soil-rock mixed fill under cyclic loading, a comprehensive large dynamic triaxial test was conducted. The objective was to determine the influence of different dynamic stress amplitudes and confining pressures on the axial cumulative strain of the fill, as well as the variation of dynamic pore water pressure. Additionally, a cumulative strain prediction model was analyzed. The test results revealed that the axial cumulative strain of the soil-rock fill can be categorized into three types: plastic stability, plastic creep, and incremental damage, according to stability theory. The specimen’s axial cumulative strain increased with larger dynamic stress amplitudes, but decreased with greater confining pressures. The dynamic pore water pressure curve and the corresponding axial accumulated strain curve displayed the same developmental characteristics. In consideration of the development characteristics of creep-type cumulative strain in soil-rock mixed fill, a modified and improved model was proposed. The feasibility of the model was verified, and it can be effectively applied to strain curves exhibiting plastic creep behavior.

Key words: soil-rock mixed fill, large dynamic triaxial test, axial cumulative strain, dynamic stress amplitude, dynamic pore water pressure, improved model

中图分类号:

TU435

刘家光, 宋杨, 王清洲, 张志彬, 齐子怡. 循环荷载作用下土石混填料的蠕变模型研究[J]. 长江科学院院报, 2023, 40(12): 147-153.

LIU Jia-guang, SONG Yang, WANG Qing-zhou, ZHANG Zhi-bin, QI Zi-yi. Creep Modeling of Soil-Rock Mixed Fill under Cyclic Loading[J]. Journal of Changjiang River Scientific Research Institute, 2023, 40(12): 147-153.

[1]	李丽华, 韩琦培, 李文涛, 周鑫隆, 田密, 秦浪灵, 盛宏志. 循环荷载作用下建筑垃圾土动力性能[J]. 长江科学院院报, 2022, 39(10): 97-102.
[2]	谭凡, 张婷, 徐晗. 基于大型动三轴试验的筑坝砂砾石料动模量和阻尼比研究[J]. 长江科学院院报, 2020, 37(7): 130-134.

循环荷载作用下土石混填料的蠕变模型研究

Creep Modeling of Soil-Rock Mixed Fill under Cyclic Loading

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