Shuai Liu , Bo Peng , Jie Liu , Yu nan Yang , Meng ran Xiong , Zi Bo Wang
{"title":"岩溶管道动水灌浆密封技术研究","authors":"Shuai Liu , Bo Peng , Jie Liu , Yu nan Yang , Meng ran Xiong , Zi Bo Wang","doi":"10.1016/j.conbuildmat.2025.141839","DOIUrl":null,"url":null,"abstract":"<div><div>How to effectively block water inrush has become a key problem to be solved in engineering construction. Through numerical simulation and indoor tests, a new blocking process for karst pipe-type surge water is proposed, and the blocking mechanism is investigated. Finite element software Comsol was used to carry out a numerical simulation of flow control and velocity reduction in the karst pipeline, and the law of flow control and velocity reduction in the pipeline was analyzed. Using the self-developed visual grouting plugging simulation test system, the magnetic cement-waterglass two-liquid grouting material (MCWGGM) flow-control and speed-reducing + secondary grouting plugging process was investigated to analyze the effect of grouting plugging under different working conditions. The findings indicate that (1) the smaller the cross-section of the pipeline, the greater the degree of flow control, and the more obvious the reduction of water velocity in the pipeline. (2) Through range analysis, it is found that the primary and secondary relationships among the influencing factors of each evaluation index are as follows: Fe<sub>3</sub>O<sub>4</sub> powder content > dynamic water velocity > plugging length. (3) The change of pressure in the process of grouting sealing is divided into four parts: grouting sealing area, pressure surge area, punching shear failure area, flow control, and deceleration area. (4) For the second grouting plugging, the primary and secondary relationship of the influence of various factors on the water plugging rate is Fe<sub>3</sub>O<sub>4</sub> powder content > dynamic water velocity > plugging length, and the maximum water plugging rate is 96 %.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"483 ","pages":"Article 141839"},"PeriodicalIF":8.0000,"publicationDate":"2025-05-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Research on sealing technology of karst pipeline by dynamic water grouting\",\"authors\":\"Shuai Liu , Bo Peng , Jie Liu , Yu nan Yang , Meng ran Xiong , Zi Bo Wang\",\"doi\":\"10.1016/j.conbuildmat.2025.141839\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>How to effectively block water inrush has become a key problem to be solved in engineering construction. Through numerical simulation and indoor tests, a new blocking process for karst pipe-type surge water is proposed, and the blocking mechanism is investigated. Finite element software Comsol was used to carry out a numerical simulation of flow control and velocity reduction in the karst pipeline, and the law of flow control and velocity reduction in the pipeline was analyzed. Using the self-developed visual grouting plugging simulation test system, the magnetic cement-waterglass two-liquid grouting material (MCWGGM) flow-control and speed-reducing + secondary grouting plugging process was investigated to analyze the effect of grouting plugging under different working conditions. The findings indicate that (1) the smaller the cross-section of the pipeline, the greater the degree of flow control, and the more obvious the reduction of water velocity in the pipeline. (2) Through range analysis, it is found that the primary and secondary relationships among the influencing factors of each evaluation index are as follows: Fe<sub>3</sub>O<sub>4</sub> powder content > dynamic water velocity > plugging length. (3) The change of pressure in the process of grouting sealing is divided into four parts: grouting sealing area, pressure surge area, punching shear failure area, flow control, and deceleration area. (4) For the second grouting plugging, the primary and secondary relationship of the influence of various factors on the water plugging rate is Fe<sub>3</sub>O<sub>4</sub> powder content > dynamic water velocity > plugging length, and the maximum water plugging rate is 96 %.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"483 \",\"pages\":\"Article 141839\"},\"PeriodicalIF\":8.0000,\"publicationDate\":\"2025-05-17\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0950061825019907\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825019907","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Research on sealing technology of karst pipeline by dynamic water grouting
How to effectively block water inrush has become a key problem to be solved in engineering construction. Through numerical simulation and indoor tests, a new blocking process for karst pipe-type surge water is proposed, and the blocking mechanism is investigated. Finite element software Comsol was used to carry out a numerical simulation of flow control and velocity reduction in the karst pipeline, and the law of flow control and velocity reduction in the pipeline was analyzed. Using the self-developed visual grouting plugging simulation test system, the magnetic cement-waterglass two-liquid grouting material (MCWGGM) flow-control and speed-reducing + secondary grouting plugging process was investigated to analyze the effect of grouting plugging under different working conditions. The findings indicate that (1) the smaller the cross-section of the pipeline, the greater the degree of flow control, and the more obvious the reduction of water velocity in the pipeline. (2) Through range analysis, it is found that the primary and secondary relationships among the influencing factors of each evaluation index are as follows: Fe3O4 powder content > dynamic water velocity > plugging length. (3) The change of pressure in the process of grouting sealing is divided into four parts: grouting sealing area, pressure surge area, punching shear failure area, flow control, and deceleration area. (4) For the second grouting plugging, the primary and secondary relationship of the influence of various factors on the water plugging rate is Fe3O4 powder content > dynamic water velocity > plugging length, and the maximum water plugging rate is 96 %.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.