Comprehensive Effect of the Time and Water-Cement Ratio on the Rheological Properties of Power-Law Cement Grouts
The rheological properties of cement grouts are significantly affected by the changes of the time and the water-cement ratio, which determine the diffusion state of grouts in rocks and soils and influence the outcome of projects. In this study, Portland cement grouts with water-cement ratios of 0.50...
Saved in:
Main Authors: | , , , , , , , , , , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2021/6636708 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
_version_ | 1832549157895667712 |
---|---|
author | Yang Zhi-quan Ding Yi Mi Ya-peng Zhu Ying-yan Yang Yi Guo Yan-hui Zhang Bi-hua Li Shi-hou Su Jian-kun Chen Jun-zhi Xu Wan-zhong Liu Wan-lin Liu Hao Wang Yu-dong |
author_facet | Yang Zhi-quan Ding Yi Mi Ya-peng Zhu Ying-yan Yang Yi Guo Yan-hui Zhang Bi-hua Li Shi-hou Su Jian-kun Chen Jun-zhi Xu Wan-zhong Liu Wan-lin Liu Hao Wang Yu-dong |
author_sort | Yang Zhi-quan |
collection | DOAJ |
description | The rheological properties of cement grouts are significantly affected by the changes of the time and the water-cement ratio, which determine the diffusion state of grouts in rocks and soils and influence the outcome of projects. In this study, Portland cement grouts with water-cement ratios of 0.50, 0.55, 0.60, 0.65, 0.70, and 0.75 at six moments, including 0 minutes, 5 minutes, 10 minutes, 20 minutes, 30 minutes, and 60 minutes, were evaluated to figure out the comprehensive effect of the time and the water-cement ratio on the rheological properties of power-law cement grouts. The results showed that the water-cement ratio had a great influence on both the consistency coefficient and the rheological index of the power-law cement grouts. The former appeared to have a downward trend with the increase of the water-cement ratio, and the latter appeared to have an upward trend. There was a rising tendency between the time and the consistency coefficient, while the rheological index was less affected by time. The difference between its maximum and minimum values was within 5%. Combined with the perspectives of statistical theory, practical applicability, and accuracy, the exponential model was the optimal model for showing the relationship between the comprehensive effects of the time, water-cement ratio, and consistency coefficient of the power-law cement grouts. The linear model was the optimal model of the rheological index based on the comprehensive effect of time and the water-cement ratio. Based on this, a power-law rheological equation with consideration of the comprehensive effect of time and water-cement ratio was established. The research results could not only improve the rheological theory of power-law cement grouts but also provide technical support for engineering practice. |
format | Article |
id | doaj-art-4be7e852e3bc4092962fc0c58dee2c0f |
institution | Kabale University |
issn | 1468-8115 1468-8123 |
language | English |
publishDate | 2021-01-01 |
publisher | Wiley |
record_format | Article |
series | Geofluids |
spelling | doaj-art-4be7e852e3bc4092962fc0c58dee2c0f2025-02-03T06:11:58ZengWileyGeofluids1468-81151468-81232021-01-01202110.1155/2021/66367086636708Comprehensive Effect of the Time and Water-Cement Ratio on the Rheological Properties of Power-Law Cement GroutsYang Zhi-quan0Ding Yi1Mi Ya-peng2Zhu Ying-yan3Yang Yi4Guo Yan-hui5Zhang Bi-hua6Li Shi-hou7Su Jian-kun8Chen Jun-zhi9Xu Wan-zhong10Liu Wan-lin11Liu Hao12Wang Yu-dong13Faculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Yunnan Kunming, 650093, ChinaFaculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Yunnan Kunming, 650093, ChinaThe Third Engineering Co., Ltd. of China Railway Seventh Bureau Group Corporation, Xi’an 710026, ChinaFaculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Yunnan Kunming, 650093, ChinaFaculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Yunnan Kunming, 650093, ChinaFaculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Yunnan Kunming, 650093, ChinaBeijing Fibote Photoelectric Technology Co., Ltd., Beijing 100083, ChinaBroadvision Engineering Consultants, Kunming 650041, ChinaYunnan Aerospace Engineering Geophysical Detecting Co., Ltd., Kunming 650217, ChinaFaculty of Land Resource Engineering, Kunming University of Science and Technology, Yunnan Kunming, 650093, ChinaFaculty of Land Resource Engineering, Kunming University of Science and Technology, Yunnan Kunming, 650093, ChinaChina Railway Development Investment Co., Ltd., Kunming 650000, ChinaYunnan Aerospace Engineering Geophysical Detecting Co., Ltd., Kunming 650217, ChinaFaculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Yunnan Kunming, 650093, ChinaThe rheological properties of cement grouts are significantly affected by the changes of the time and the water-cement ratio, which determine the diffusion state of grouts in rocks and soils and influence the outcome of projects. In this study, Portland cement grouts with water-cement ratios of 0.50, 0.55, 0.60, 0.65, 0.70, and 0.75 at six moments, including 0 minutes, 5 minutes, 10 minutes, 20 minutes, 30 minutes, and 60 minutes, were evaluated to figure out the comprehensive effect of the time and the water-cement ratio on the rheological properties of power-law cement grouts. The results showed that the water-cement ratio had a great influence on both the consistency coefficient and the rheological index of the power-law cement grouts. The former appeared to have a downward trend with the increase of the water-cement ratio, and the latter appeared to have an upward trend. There was a rising tendency between the time and the consistency coefficient, while the rheological index was less affected by time. The difference between its maximum and minimum values was within 5%. Combined with the perspectives of statistical theory, practical applicability, and accuracy, the exponential model was the optimal model for showing the relationship between the comprehensive effects of the time, water-cement ratio, and consistency coefficient of the power-law cement grouts. The linear model was the optimal model of the rheological index based on the comprehensive effect of time and the water-cement ratio. Based on this, a power-law rheological equation with consideration of the comprehensive effect of time and water-cement ratio was established. The research results could not only improve the rheological theory of power-law cement grouts but also provide technical support for engineering practice.http://dx.doi.org/10.1155/2021/6636708 |
spellingShingle | Yang Zhi-quan Ding Yi Mi Ya-peng Zhu Ying-yan Yang Yi Guo Yan-hui Zhang Bi-hua Li Shi-hou Su Jian-kun Chen Jun-zhi Xu Wan-zhong Liu Wan-lin Liu Hao Wang Yu-dong Comprehensive Effect of the Time and Water-Cement Ratio on the Rheological Properties of Power-Law Cement Grouts Geofluids |
title | Comprehensive Effect of the Time and Water-Cement Ratio on the Rheological Properties of Power-Law Cement Grouts |
title_full | Comprehensive Effect of the Time and Water-Cement Ratio on the Rheological Properties of Power-Law Cement Grouts |
title_fullStr | Comprehensive Effect of the Time and Water-Cement Ratio on the Rheological Properties of Power-Law Cement Grouts |
title_full_unstemmed | Comprehensive Effect of the Time and Water-Cement Ratio on the Rheological Properties of Power-Law Cement Grouts |
title_short | Comprehensive Effect of the Time and Water-Cement Ratio on the Rheological Properties of Power-Law Cement Grouts |
title_sort | comprehensive effect of the time and water cement ratio on the rheological properties of power law cement grouts |
url | http://dx.doi.org/10.1155/2021/6636708 |
work_keys_str_mv | AT yangzhiquan comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT dingyi comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT miyapeng comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT zhuyingyan comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT yangyi comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT guoyanhui comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT zhangbihua comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT lishihou comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT sujiankun comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT chenjunzhi comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT xuwanzhong comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT liuwanlin comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT liuhao comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts AT wangyudong comprehensiveeffectofthetimeandwatercementratioontherheologicalpropertiesofpowerlawcementgrouts |