Experimental Study on Groutability of Sand Layer concerning Permeation Grouting
Permeation grouting is widely used in grouting engineering because of its low grouting pressure and minor disturbance to the stratum. However, influenced by the complex properties of sand layer and slurry, an accurate prediction of the groutability of the sand layer remains to be a hard work. In thi...
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Format: | Article |
Language: | English |
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Wiley
2021-01-01
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Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/6698263 |
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author | Yan-Xu Guo Qing-Song Zhang Lian-Zhen Zhang Ren-Tai Liu Xin Chen Yan-Kai Liu |
author_facet | Yan-Xu Guo Qing-Song Zhang Lian-Zhen Zhang Ren-Tai Liu Xin Chen Yan-Kai Liu |
author_sort | Yan-Xu Guo |
collection | DOAJ |
description | Permeation grouting is widely used in grouting engineering because of its low grouting pressure and minor disturbance to the stratum. However, influenced by the complex properties of sand layer and slurry, an accurate prediction of the groutability of the sand layer remains to be a hard work. In this paper, the permeability of sand layer is studied based on a self-designed permeation grouting test device, which considers the different sand particle size, relative density of sand layer, slurry water-cement ratio, and clay content. The influencing factors of sand layer groutability are analyzed, and the different parameters that affect the grouting of sand layer are evaluated, thus proposing a new approach to predict the groutability of sand layer. Results show that the sand particle size and slurry water-cement ratio are positively related to the groutability of sand layer, and the relative density and clay content of sand layer are negatively correlated with the groutability of sand layer. The proposed alternative empirical formula to estimate the groutability of sand layer will help predict the groutability of sand layer with a higher degree of accuracy, which can provide a certain reference for engineering. |
format | Article |
id | doaj-art-310bc7acb47a405da55580f5bb7cf5e9 |
institution | Kabale University |
issn | 1687-8434 1687-8442 |
language | English |
publishDate | 2021-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Materials Science and Engineering |
spelling | doaj-art-310bc7acb47a405da55580f5bb7cf5e92025-02-03T01:20:31ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422021-01-01202110.1155/2021/66982636698263Experimental Study on Groutability of Sand Layer concerning Permeation GroutingYan-Xu Guo0Qing-Song Zhang1Lian-Zhen Zhang2Ren-Tai Liu3Xin Chen4Yan-Kai Liu5Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, ChinaResearch Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, ChinaResearch Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, ChinaResearch Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, ChinaResearch Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, ChinaResearch Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, ChinaPermeation grouting is widely used in grouting engineering because of its low grouting pressure and minor disturbance to the stratum. However, influenced by the complex properties of sand layer and slurry, an accurate prediction of the groutability of the sand layer remains to be a hard work. In this paper, the permeability of sand layer is studied based on a self-designed permeation grouting test device, which considers the different sand particle size, relative density of sand layer, slurry water-cement ratio, and clay content. The influencing factors of sand layer groutability are analyzed, and the different parameters that affect the grouting of sand layer are evaluated, thus proposing a new approach to predict the groutability of sand layer. Results show that the sand particle size and slurry water-cement ratio are positively related to the groutability of sand layer, and the relative density and clay content of sand layer are negatively correlated with the groutability of sand layer. The proposed alternative empirical formula to estimate the groutability of sand layer will help predict the groutability of sand layer with a higher degree of accuracy, which can provide a certain reference for engineering.http://dx.doi.org/10.1155/2021/6698263 |
spellingShingle | Yan-Xu Guo Qing-Song Zhang Lian-Zhen Zhang Ren-Tai Liu Xin Chen Yan-Kai Liu Experimental Study on Groutability of Sand Layer concerning Permeation Grouting Advances in Materials Science and Engineering |
title | Experimental Study on Groutability of Sand Layer concerning Permeation Grouting |
title_full | Experimental Study on Groutability of Sand Layer concerning Permeation Grouting |
title_fullStr | Experimental Study on Groutability of Sand Layer concerning Permeation Grouting |
title_full_unstemmed | Experimental Study on Groutability of Sand Layer concerning Permeation Grouting |
title_short | Experimental Study on Groutability of Sand Layer concerning Permeation Grouting |
title_sort | experimental study on groutability of sand layer concerning permeation grouting |
url | http://dx.doi.org/10.1155/2021/6698263 |
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