岩土力学 ›› 2021, Vol. 42 ›› Issue (10): 2722-2732.doi: 10.16285/j.rsm.2021.0443

• 基础理论与实验研究 • 上一篇    下一篇

干湿循环−动荷载贯序耦合作用下压实粉质 黏土电阻率演化规律

胡智1, 2,艾聘博1,李志超3,马强1,李丽华1   

  1. 1. 湖北工业大学 土木建筑与环境学院,湖北 武汉 430068;2. 浙江省交通运输科学研究院 浙江省道桥检测与养护技术研究重点实验室, 浙江 杭州 310023;3. 中建三局第一建设工程有限责任公司,湖北 武汉 430040
  • 收稿日期:2021-03-29 修回日期:2021-06-24 出版日期:2021-10-11 发布日期:2021-10-20
  • 作者简介:胡智,男,1989年生,博士,讲师,主要从事非饱和路基土工程性质、路基动力响应等方面的研究工作。
  • 基金资助:
    国家自然科学基金(No. 51708190,No. 52078194)。

Electrical resistivity evolution of compacted silty clay under wetting-drying cycles sequentially coupled with dynamic loads

HU Zhi1, 2, AI Pin-bo1, LI Zhi-chao3, MA Qiang1, LI Li-hua1   

  1. 1. School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan, Hubei 430068, China; 2. Key Laboratory of Road and Bridge Detection and Maintenance Technology of Zhejiang Province, Zhejiang Scientific Research Institute of Transport, Hangzhou, Zhejiang 310023, China; 3. China Construction Third Bureau First Engineering Co., Ltd., Wuhan, Hubei 430040, China
  • Received:2021-03-29 Revised:2021-06-24 Online:2021-10-11 Published:2021-10-20
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51708190, 52078194).

摘要: 路基土体在干湿循环、动荷载等多因素耦合作用下的性能演化规律对于路基安全稳定至关重要。采用交流二极法,对经历不同干湿循环、动荷载条件的压实粉质黏土试样开展了电阻率测试,研究了干湿循环?动荷载贯序耦合作用对试样电阻率的影响规律,建立了基于电阻率的试样动力性能定量表征数学关系,最后探讨了电阻率法用于压实土体状态评价的有效性。试验结果表明:压实土试样在干湿循环?动荷载耦合作用下,经历干湿循环次数越多、干湿循环幅度越大,试样电阻率下降幅度越大,但动荷载作用引起的下降幅度逐渐降低。该研究结果可为利用电阻率法评价干湿循环?动荷载耦合作用下路基土体状态提供一定参考。

关键词: 电阻率, 干湿循环, 动荷载, 贯序耦合作用, 路基土

Abstract: The performance evolution of subgrade soil under the coupling effect of wetting-drying cycle and dynamic load is very important for the safety and stability of the subgrade. For this purpose, a series of electrical resistivity tests was carried out on the compacted silty clay samples subjected to different wetting-drying cycles and dynamic loads by using AC two-electrode method. Firstly, the effect of wetting-drying cycles sequentially coupled with dynamic loads on the electrical resistivity of samples was investigated. Then, a mathematical relationship was established to quantitatively characterize the dynamic behaviors of samples based on electrical resistivity. Finally, the effectiveness of the electrical resistivity method in evaluating the state of compacted soil was discussed. Results showed that under the action of wetting-drying cycles coupled with dynamic loads, the electrical resistivity of the sample decreased greatly with the increase of the number of wetting-drying cycles or the amplitude of wetting-drying cycle, but the reduction of the electrical resistivity of samples only caused by dynamic load decreased gradually. The test results can provide some reference for the evaluation of the state of subgrade soil under wetting-drying cycles sequentially coupled with dynamic loads by using electrical resistivity method.

Key words: electrical resistivity, wetting-drying cycle, dynamic load, sequential coupling effect, subgrade soil

中图分类号: TU 411
[1] 张胜, 柏巍, 徐鼎平, 郑虹, 江权, 李志伟, 向天兵, . 循环荷载作用下砂岩损伤演化的声发射与电阻率监测及理论研究[J]. 岩土力学, 2025, 46(S1): 53-66.
[2] 骆祚森, 曹旭, 邓华锋, 杨旺, 李建林, 杨超, . 法向动载对不同含水状态灰岩节理面剪切力学特性的影响[J]. 岩土力学, 2025, 46(6): 1799-1810.
[3] 孟佳佳, 吴益平, 晏鄂川, 汪洋. 基于荷载-干湿循环耦合试验的三峡库区石龙门滑坡滑带土强度特性研究[J]. 岩土力学, 2025, 46(5): 1511-1520.
[4] 刘祥宁, 张文杰, . 酸性干湿循环下铬污染土固化体浸出行为研究[J]. 岩土力学, 2025, 46(4): 1196-1204.
[5] 冯世进, 陈佳卓, 高梦雯, 张晓磊, 吴强, 肖钰, . 软土地区在产企业污染监测及预警方法研究:基于时移高密度电法的应用[J]. 岩土力学, 2025, 46(4): 1323-1334.
[6] 王桂林, 王力, 王润秋, 任甲山, . 干湿循环后贯通型锯齿状红砂岩节理面剪切本构模型[J]. 岩土力学, 2025, 46(3): 706-720.
[7] 薛钦培, 陈宏信, 冯世进, 刘晓轩, 谢伟, . 干湿循环作用下地聚物隔离墙材料渗透特性演化及微观机制研究[J]. 岩土力学, 2025, 46(3): 811-820.
[8] 王杰, 李冲, 刘磊, 丁阔, . 干湿循环下泥岩变形特征试验研究[J]. 岩土力学, 2025, 46(10): 3132-3142.
[9] 陈康, 刘先峰, 蒋关鲁, 袁胜洋, 马杰, 陈忆涵, . 干湿循环下石灰改良红层泥岩填料力学性能劣化规律研究[J]. 岩土力学, 2025, 46(1): 43-54.
[10] 陈熠坤, 储亚, 蔡国军, 闫超, 刘松玉, 韩爱民, . 基于低频电法的原位膨胀土膨胀性评价应用研究[J]. 岩土力学, 2025, 46(1): 147-155.
[11] 程家林, 张贵科, 邓韶辉, 黄习文, 周伟, 马刚, . 干湿循环对不同粒径堆石颗粒破碎强度的影响研究[J]. 岩土力学, 2024, 45(S1): 95-105.
[12] 李永威, 徐林荣, 傅金阳, 商拥辉, . 列车荷载作用下铁路路基填料渗透破坏机制[J]. 岩土力学, 2024, 45(S1): 299-308.
[13] 郭建华, 王汉辉, 李世昌, 戴张俊, . 干湿环境下膨胀土裂隙演化规律及渠坡变形研究[J]. 岩土力学, 2024, 45(S1): 433-442.
[14] 王辉, 钮新强, 马刚, 周伟, . 干湿循环作用下堆石料宏细观力学特性的离散元模拟研究[J]. 岩土力学, 2024, 45(S1): 665-676.
[15] 隆能增, 任松, 吴斐, 陈征, 陈国庆, 张平, 张闯, . 酸性干湿循环下泥质砂岩劣化及声发射演化特征识别研究[J]. 岩土力学, 2024, 45(9): 2653-2668.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!