Experimental study on deformation of heavy metal contaminated expansive soil under cyclic loading

4th International Conference on Advances in Energy Resources and Environment Engineering

能源学;生态环境科学

Zhang, Yuguo^1 ; Han, Shuai^1 ; Zheng, Yanlin^1 ; Wan, Dongyang^1 ; Duan, Mengmeng^1 ; Yang, Hanyue^1

Institute of Civil Engineering, Zhongyuan University of Technology, Zhengzhou, Henan

451191, China^1

关键词: Confining pressures;    Critical dynamics;    Deformation Characteristics;    Development modes;    Dynamic stress;    Expansive soils;    Heavy metal pollution;    Vibration frequency;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/237/2/022026/pdf
DOI  :  10.1088/1755-1315/237/2/022026

学科分类：环境科学（综合）

来源: IOP

【 摘 要 】

Heavy metal pollution has received widespread attention at home and abroad as an important environmental engineering problem, and the research on the deformation characteristics of heavy metal contaminated expansive soil under cyclic loading is still in its infancy. According to the Nanyang expansive soil, the effects of a few factors including heavy metal ions concentration, dynamic stress amplitude, vibration frequency and confining pressure on axial cumulative deformation and critical dynamic stress for polluted expansive soil is studied. The results show that the cumulative axial strain has different development modes under different dynamic stress amplitudes, which can be divided into failure type, critical type and stable type. The same cumulative axial strain is achieved with the increase of heavy metal ion concentration, and the amplitude of dynamic stress is smaller. As the vibration frequency increases, the cumulative axial strain of the contaminated expansive soil decreases. The greater the confining pressure, the smaller the cumulative axial strain of the polluted expansive soil. The critical dynamic stress decreases with the increase of the heavy metal ions concentration, and under the same heavy metal ions concentration, the critical dynamic stress increases obviously with the increase of confining pressure.