Determination of hydraulic parameters of non-linear consolidation clay layers by type curve method
The consolidation of clay layers is of great significance for groundwater environmental protection, groundwater storage utilization, and land subsidence. In this study, the governing equation for the excess pore water pressure during the non-linear consolidation process of clay layers under load con...
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Frontiers Media S.A.
2023-03-01
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| Series: | Frontiers in Earth Science |
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| Online Access: | https://www.frontiersin.org/articles/10.3389/feart.2023.1131128/full |
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| author | Ruizhe Wang Ruizhe Wang Zhaofeng Li Zhaofeng Li Zhaofeng Li Mo Xu Mo Xu Qiang Zhang Qiang Zhang Walter A. Illman Hao Li Hao Li |
| author_facet | Ruizhe Wang Ruizhe Wang Zhaofeng Li Zhaofeng Li Zhaofeng Li Mo Xu Mo Xu Qiang Zhang Qiang Zhang Walter A. Illman Hao Li Hao Li |
| author_sort | Ruizhe Wang |
| collection | DOAJ |
| description | The consolidation of clay layers is of great significance for groundwater environmental protection, groundwater storage utilization, and land subsidence. In this study, the governing equation for the excess pore water pressure during the non-linear consolidation process of clay layers under load conditions is obtained based on the one-dimensional non-linear consolidation theory. Analytical solutions are then derived for clay layers with single or double drainage caused by the dissipation of the excess pore water pressure. With these analytical solutions, the groundwater dynamics and deformation of the clay layer are analyzed. Correspondingly, a type curve method is proposed to calculate the hydraulic parameters of the clay layer through laboratory experiments, which verifies the reliability of the analytical solutions. The study results show that the deformation of the clay layer predicted by the non-linear consolidation theory is smaller than that predicted by the linear consolidation theory. The deformation of the clay layer increases with the increase in the thickness of the clay layer, the compressive index, and the overburden load, while it decreases with the increase in the initial void ratio and the initial effective stress. The stable time, at which the consolidation of the clay layer is completed, increases with the increase in the compression index and the thickness of the clay layer, while it decreases with the increase in the initial void ratio, the initial effective stress, and the initial hydraulic conductivity. It does not vary with the load pressure. Conclusively, the deformation prediction based on the non-linear consolidation theory is more accurate and applicable to further load pressures. |
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| institution | Directory Open Access Journal |
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| language | English |
| last_indexed | 2024-04-10T05:32:11Z |
| publishDate | 2023-03-01 |
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| series | Frontiers in Earth Science |
| spelling | doaj.art-2fe0d9d28d8b48c28138cdf857012cce2023-03-07T05:37:56ZengFrontiers Media S.A.Frontiers in Earth Science2296-64632023-03-011110.3389/feart.2023.11311281131128Determination of hydraulic parameters of non-linear consolidation clay layers by type curve methodRuizhe Wang0Ruizhe Wang1Zhaofeng Li2Zhaofeng Li3Zhaofeng Li4Mo Xu5Mo Xu6Qiang Zhang7Qiang Zhang8Walter A. Illman9Hao Li10Hao Li11State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, ChinaCollege of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, ChinaState Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, ChinaCollege of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, ChinaDepartment of Earth and Environmental Sciences, University of Waterloo, Waterloo, ON, CanadaState Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, ChinaCollege of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, ChinaState Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, ChinaCollege of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, ChinaDepartment of Earth and Environmental Sciences, University of Waterloo, Waterloo, ON, CanadaState Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, ChinaCollege of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, ChinaThe consolidation of clay layers is of great significance for groundwater environmental protection, groundwater storage utilization, and land subsidence. In this study, the governing equation for the excess pore water pressure during the non-linear consolidation process of clay layers under load conditions is obtained based on the one-dimensional non-linear consolidation theory. Analytical solutions are then derived for clay layers with single or double drainage caused by the dissipation of the excess pore water pressure. With these analytical solutions, the groundwater dynamics and deformation of the clay layer are analyzed. Correspondingly, a type curve method is proposed to calculate the hydraulic parameters of the clay layer through laboratory experiments, which verifies the reliability of the analytical solutions. The study results show that the deformation of the clay layer predicted by the non-linear consolidation theory is smaller than that predicted by the linear consolidation theory. The deformation of the clay layer increases with the increase in the thickness of the clay layer, the compressive index, and the overburden load, while it decreases with the increase in the initial void ratio and the initial effective stress. The stable time, at which the consolidation of the clay layer is completed, increases with the increase in the compression index and the thickness of the clay layer, while it decreases with the increase in the initial void ratio, the initial effective stress, and the initial hydraulic conductivity. It does not vary with the load pressure. Conclusively, the deformation prediction based on the non-linear consolidation theory is more accurate and applicable to further load pressures.https://www.frontiersin.org/articles/10.3389/feart.2023.1131128/fullnon-linear consolidation clay layeranalytical solutiondeformationhydraulic parameterstype curve method |
| spellingShingle | Ruizhe Wang Ruizhe Wang Zhaofeng Li Zhaofeng Li Zhaofeng Li Mo Xu Mo Xu Qiang Zhang Qiang Zhang Walter A. Illman Hao Li Hao Li Determination of hydraulic parameters of non-linear consolidation clay layers by type curve method Frontiers in Earth Science non-linear consolidation clay layer analytical solution deformation hydraulic parameters type curve method |
| title | Determination of hydraulic parameters of non-linear consolidation clay layers by type curve method |
| title_full | Determination of hydraulic parameters of non-linear consolidation clay layers by type curve method |
| title_fullStr | Determination of hydraulic parameters of non-linear consolidation clay layers by type curve method |
| title_full_unstemmed | Determination of hydraulic parameters of non-linear consolidation clay layers by type curve method |
| title_short | Determination of hydraulic parameters of non-linear consolidation clay layers by type curve method |
| title_sort | determination of hydraulic parameters of non linear consolidation clay layers by type curve method |
| topic | non-linear consolidation clay layer analytical solution deformation hydraulic parameters type curve method |
| url | https://www.frontiersin.org/articles/10.3389/feart.2023.1131128/full |
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