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土工袋竖向承载及循环压缩特性试验研究

方斌昕 刘斯宏 鲁洋 陈爽 张呈斌

方斌昕, 刘斯宏, 鲁洋, 陈爽, 张呈斌. 土工袋竖向承载及循环压缩特性试验研究[J]. 西南交通大学学报, 2023, 58(1): 210-218. doi: 10.3969/j.issn.0258-2724.20210028
引用本文: 方斌昕, 刘斯宏, 鲁洋, 陈爽, 张呈斌. 土工袋竖向承载及循环压缩特性试验研究[J]. 西南交通大学学报, 2023, 58(1): 210-218. doi: 10.3969/j.issn.0258-2724.20210028
FANG Binxin, LIU Sihong, LU Yang, CHEN Shuang, ZHANG Chengbin. Experimental Study on Vertical Bearing Capacity and Cyclic Compression Behavior of Soilbags[J]. Journal of Southwest Jiaotong University, 2023, 58(1): 210-218. doi: 10.3969/j.issn.0258-2724.20210028
Citation: FANG Binxin, LIU Sihong, LU Yang, CHEN Shuang, ZHANG Chengbin. Experimental Study on Vertical Bearing Capacity and Cyclic Compression Behavior of Soilbags[J]. Journal of Southwest Jiaotong University, 2023, 58(1): 210-218. doi: 10.3969/j.issn.0258-2724.20210028

土工袋竖向承载及循环压缩特性试验研究

doi: 10.3969/j.issn.0258-2724.20210028
基金项目: 国家重点研发计划(2017YFE0128900);国家自然科学基金(52109123)
详细信息
    作者简介:

    方斌昕(1993—),女,博士研究生,研究方向为土工袋技术、基础减隔震,E-mail:bxfang@hhu.edu.cn

    通讯作者:

    刘斯宏(1964—),男,教授,博士,研究方向为土石坝工程、地基处理及粒状体力学,E-mail:sihongliu@hhu.edu.cn

  • 中图分类号: V221.3

Experimental Study on Vertical Bearing Capacity and Cyclic Compression Behavior of Soilbags

  • 摘要:

    土工袋技术近年来已被成功应用于房屋地基加固,具有较好的隔震效果,但其在动荷载条件下的变形特性尚未深入研究. 为了进一步分析土工袋竖向承载能力及变形特性,开展一系列室内土工袋组合体无侧限极限抗压强度试验以及循环压缩试验,并通过控制循环次数、上部静荷载及循环荷载比值的大小研究其对土工袋组合体竖向应力、应变和动压缩模量的影响. 试验结果表明:随着层数的增加,土工袋组合体极限抗压强度逐渐减小并趋于稳定值0.7 MPa,压缩模量峰值也随之减小并稳定于6.73 MPa;循环压缩试验初期土工袋组合体塑性变形显著,每一循环周期产生的竖向残余应变随着循环次数的增加逐渐减小并趋于0;动压缩模量在试验过程中基本保持稳定,不受循环次数的影响;随着上部静荷载的增大,土工袋组合体动压缩模量逐渐增大,上部静荷载为50 kN的土工袋组合体经过200次循环荷载作用后动压缩模量达到53.87 MPa;反之,循环荷载比值越大,动压缩模量越小,循环荷载比值为0.4条件下土工袋组合体在200次循环荷载作用后仍能达到49.39 MPa;在竖向动荷载作用下,土工袋能够满足其作为隔震材料的承载能力及稳定性要求.

     

  • 图 1  土工袋循环压缩试验装置示意(单位:m)

    Figure 1.  Schematic of cyclic compression experiment device for soilbags (unit: m)

    图 2  袋内材料级配曲线

    Figure 2.  Gradation of materials filled in soilbags

    图 3  加载模式示意

    Figure 3.  Schematic of loading mode

    图 4  循环压缩试验第i个循环周期竖向应力-应变示意

    Figure 4.  Schematic of vertical stress-strain relation during the ith loading cycle

    图 5  不同层数条件下土工袋竖向承载特性试验结果

    Figure 5.  Test results of bearing capacities of soilbags with different layers

    图 6  不同层数条件下土工袋组合体压缩模量

    Figure 6.  Development of compression modulus of stacked soilbags with different layers

    图 7  Pstat=50 kN,Rc=0.4条件下土工袋组合体循环压缩试验结果

    Figure 7.  Results of cyclic compression tests of stacked soilbags under Pstat=50 kN and Rc=0.4

    图 8  竖向残余应变随循环次数的变化

    Figure 8.  Variation of vertical residual strain of stacked soilbags with loading cycles

    图 9  不同循环阶段滞回圈演化(Pstat=50 kN, Rc=0.40)

    Figure 9.  Evolution of hysteresis loops through different cyclic stages (Pstat=50 kN, Rc=0.40)

    图 10  累积竖向应变随循环次数的变化

    Figure 10.  Variation of accumulated vertical strain of stacked soilbags with loading cycles

    图 11  土工袋组合体动压缩模量随循环次数的变化

    Figure 11.  Variation of dynamic compression modulus of stacked soilbags with loading cycles

    图 12  土工袋动压缩模量随上部静荷载和循环荷载比值的变化

    Figure 12.  Variation of dynamic compression modulus of stacked soilbags with the upper static load Pstat and the cyclic load ratio Rc

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出版历程
  • 收稿日期:  2021-01-11
  • 修回日期:  2021-04-12
  • 网络出版日期:  2022-09-23
  • 刊出日期:  2021-04-15

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