• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

聚合物浆液在砂土中注浆扩散规律的试验研究

Experimental Investigation on the Diffusion Law of Polymer Slurry Grouted in Sand.

作者信息

Li Zhenhua, Zhu Zihao, Zhao Yahong, Zeng Cong, Zhang Peng

机构信息

Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, China.

Guangdong GDH Water Co., Ltd., Shenzhen 518000, China.

出版信息

Polymers (Basel). 2022 Sep 2;14(17):3635. doi: 10.3390/polym14173635.

DOI:10.3390/polym14173635
PMID:36080709
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC9459974/
Abstract

Polymer slurry is widely used in underground engineering treatment, but due to the concealed nature of underground projects, the diffusion pattern of slurry in the sand has been little studied. In this study, the basic physical properties of water-based polyurethane, oil-based polyurethane, and acrylate and epoxy resin were compared, and the performance of chemical grouted sands with different polymer slurry/sand mass ratios (PS/S) was tested. The higher the PS/S, the better the mechanical and impermeability properties of the chemical grouted sands. In this paper, water-based polyurethane was selected to carry out orthogonal tests on the diffusivity of slurry in sands. This experiment investigated the degree of influence of sand quality, grouting pressure and sand compactness on the diffusion of slurry in sands. The test results show that, in terms of factors affecting the final pressure of grouting, the sand density has the greatest influence, followed by the sand quality, and the grouting pressure is the smallest. In terms of slurry diffusibility, grouting pressure has the greatest influence, followed by sand compactness, and the sand quality is the smallest. The diffusion mechanism of slurry in the sand was deduced from the morphology of chemical grouted sands. Water-based polyurethane showed splitting-compression-penetration diffusion in sands of different grades, and the diffusion pattern of the slurry was not the same in low-pressure (1-1.5 MPa) grouting and high-pressure (2 MPa) grouting, and lateral splitting occurred in the case of high-pressure grouting diffusion.

摘要

聚合物浆液在地下工程处理中应用广泛,但由于地下工程的隐蔽性,浆液在砂土中的扩散规律鲜有研究。本研究对比了水性聚氨酯、油性聚氨酯、丙烯酸酯和环氧树脂的基本物理性能,并测试了不同聚合物浆液/砂质量比(PS/S)下化学注浆砂的性能。PS/S越高,化学注浆砂的力学性能和抗渗性能越好。本文选用水性聚氨酯对浆液在砂土中的扩散率进行正交试验。该实验研究了砂质、注浆压力和砂的密实度对浆液在砂土中扩散的影响程度。试验结果表明,在影响注浆终压的因素方面,砂的密度影响最大,其次是砂质,注浆压力影响最小。在浆液扩散性方面,注浆压力影响最大,其次是砂的密实度,砂质影响最小。从化学注浆砂的形态推导出浆液在砂土中的扩散机理。水性聚氨酯在不同级配的砂土中呈现劈裂-压缩-渗透扩散, 且在低压(1 - 1.5MPa)注浆和高压(2MPa)注浆情况下,浆液的扩散模式不同,高压注浆扩散时会发生侧向劈裂。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/c1cc9d6026aa/polymers-14-03635-g016.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/34ca924ae44c/polymers-14-03635-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/636d421042a7/polymers-14-03635-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/974fad0864b6/polymers-14-03635-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/0ebfba782637/polymers-14-03635-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/6b86f0e4725c/polymers-14-03635-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/d404c66efd37/polymers-14-03635-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/cda5b5b746cd/polymers-14-03635-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/e2f404167aa4/polymers-14-03635-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/277f3308a5e7/polymers-14-03635-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/cabb4122d366/polymers-14-03635-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/c4ec182db91b/polymers-14-03635-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/b9e681584704/polymers-14-03635-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/4c6d28cbaad3/polymers-14-03635-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/a46ca05a8988/polymers-14-03635-g014.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/526eb43728ac/polymers-14-03635-g015.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/c1cc9d6026aa/polymers-14-03635-g016.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/34ca924ae44c/polymers-14-03635-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/636d421042a7/polymers-14-03635-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/974fad0864b6/polymers-14-03635-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/0ebfba782637/polymers-14-03635-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/6b86f0e4725c/polymers-14-03635-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/d404c66efd37/polymers-14-03635-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/cda5b5b746cd/polymers-14-03635-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/e2f404167aa4/polymers-14-03635-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/277f3308a5e7/polymers-14-03635-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/cabb4122d366/polymers-14-03635-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/c4ec182db91b/polymers-14-03635-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/b9e681584704/polymers-14-03635-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/4c6d28cbaad3/polymers-14-03635-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/a46ca05a8988/polymers-14-03635-g014.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/526eb43728ac/polymers-14-03635-g015.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/860d/9459974/c1cc9d6026aa/polymers-14-03635-g016.jpg

相似文献

1
Experimental Investigation on the Diffusion Law of Polymer Slurry Grouted in Sand.聚合物浆液在砂土中注浆扩散规律的试验研究
Polymers (Basel). 2022 Sep 2;14(17):3635. doi: 10.3390/polym14173635.
2
Study on Ratio Optimization and Diffusion-Gelation Process of Polymer Grouting Materials for Fracture Filling in Underground Mines.地下矿山裂隙充填用高分子注浆材料配比优化及扩散-凝胶过程研究
Materials (Basel). 2024 Jun 21;17(13):3064. doi: 10.3390/ma17133064.
3
Experimental Study on Water-Plugging Performance of Grouted Concrete Crack.注浆混凝土裂缝堵水性能的试验研究
Materials (Basel). 2024 Mar 29;17(7):1568. doi: 10.3390/ma17071568.
4
Theoretical Research on Diffusion Radius of Cement-Based Materials Considering the Pore Characteristics of Porous Media.考虑多孔介质孔隙特征的水泥基材料扩散半径理论研究
Materials (Basel). 2022 Nov 3;15(21):7763. doi: 10.3390/ma15217763.
5
Study on Vertical Bearing Capacity of Pile Foundation with Distributed Geopolymer Post-Grouting on Pile Side.桩侧分布式地聚合物后注浆桩基竖向承载力研究
Materials (Basel). 2024 Jan 12;17(2):398. doi: 10.3390/ma17020398.
6
Study on the Diffusion Characteristics of Polymer Grouting Materials Applied for Crack Filling in Underground Mines Based on Numerical Simulation and Experimental Methods.基于数值模拟和实验方法的地下矿山裂缝填充用聚合物注浆材料扩散特性研究
Polymers (Basel). 2024 Sep 15;16(18):2612. doi: 10.3390/polym16182612.
7
Water Consolidation Performance of Acrylic-Polymer-Modified Materials and Their Concrete Impermeability Repair Characteristics.丙烯酸聚合物改性材料的水固结性能及其混凝土抗渗修复特性
Gels. 2023 Sep 19;9(9):764. doi: 10.3390/gels9090764.
8
Research on the diffusion plugging mechanism of flowing water grouting slurry in karst pipelines.岩溶管道中动水注浆浆液扩散封堵机理研究
Sci Rep. 2024 Aug 20;14(1):19246. doi: 10.1038/s41598-024-65852-1.
9
Research on slurry diffusion and seepage law in mining overburden fractures based on CFD numerical method.基于CFD数值方法的采动覆岩裂隙浆液扩散与渗流规律研究
Sci Rep. 2023 Dec 2;13(1):21302. doi: 10.1038/s41598-023-48828-5.
10
Improving the Anti-washout Property of Acrylate Grouting Material by Bentonite: Its Characterization, Improving Mechanism, and Practical Application.膨润土对丙烯酸酯灌浆材料抗冲刷性能的改善:表征、改善机理及实际应用
Polymers (Basel). 2023 Sep 23;15(19):3865. doi: 10.3390/polym15193865.

引用本文的文献

1
In-situ direct shear test and numerical comparative research on mudstone gravel slope reinforced by polymer grouting.聚合物注浆加固泥岩碎石土边坡原位直剪试验与数值对比研究
Sci Rep. 2024 Nov 18;14(1):28510. doi: 10.1038/s41598-024-79541-6.
2
Improving the Anti-washout Property of Acrylate Grouting Material by Bentonite: Its Characterization, Improving Mechanism, and Practical Application.膨润土对丙烯酸酯灌浆材料抗冲刷性能的改善:表征、改善机理及实际应用
Polymers (Basel). 2023 Sep 23;15(19):3865. doi: 10.3390/polym15193865.

本文引用的文献

1
Soil Injection Technology Using an Expandable Polyurethane Resin: A Review.使用可膨胀聚氨酯树脂的土壤注入技术:综述
Polymers (Basel). 2021 Oct 25;13(21):3666. doi: 10.3390/polym13213666.
2
Evaluation of Strength Properties of Sand Modified with Organic Polymers.有机聚合物改性砂的强度特性评估
Polymers (Basel). 2018 Mar 8;10(3):287. doi: 10.3390/polym10030287.
3
An Experimental Study on the Shear Behaviors of Polymer-Sand Composite Materials after Immersion.聚合物-砂复合材料浸泡后剪切行为的试验研究
Polymers (Basel). 2018 Aug 18;10(8):924. doi: 10.3390/polym10080924.