{"title":"加入聚羧酸后,采用单相注入法提高了MICP的强度和均匀性","authors":"Yong-Qiang Zhu, Yu-Jie Li, Xing-Ye Sun, Zhen Guo, Sheng-Jie Rui, Dao-Qiong Zheng","doi":"10.1007/s11440-024-02501-x","DOIUrl":null,"url":null,"abstract":"<div><p>The production and distribution uniformity of calcium carbonate plays a pivotal role in enhancing the effectiveness of microbially induced calcium carbonate precipitation (MICP). Various methods have been proposed to enhance the conversion rate of calcium ions and ensure uniform calcium carbonate distribution. These include multiphase injection methods and one-phase injection methods with environmental factors such as pH and temperature controlled. Polycarboxylic acid, a polymer organic substance rich in carboxylic acid groups, serves as a regulator for the initial precipitation time of calcium carbonate. It aids in increasing the total output of calcium carbonate by complexing calcium ions. This study introduces and investigates a one-phase injection method of MICP with the addition of polycarboxylic acid. The methodology is examined through bacteria growth tests, tube tests, sand column tests, and microscopic analyses. The results indicate that polycarboxylic acid does not exhibit any side effects on <i>Sporosarcina pasteurii</i> (<i>S. pasteurii</i>). When the urease activity of the bacterial solution is maintained at 15 kU/L and the concentration of the cement solution is 1 mol/L, incorporating a 3% solution of polycarboxylic acid delays the initial precipitation time of calcium carbonate by more than two hours. This delay significantly contributes to improving the uniformity of calcium carbonate distribution, with complete precipitation of calcium ions occurring within 24 h. After five treatment cycles, the unconfined compressive strength of the sand column reaches 2.76 MPa. This method demonstrates promising potential for application in enhancing reinforcement effects and streamlining the reinforcement process.</p></div>","PeriodicalId":49308,"journal":{"name":"Acta Geotechnica","volume":"20 5","pages":"2279 - 2291"},"PeriodicalIF":5.6000,"publicationDate":"2025-01-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A one-phase injection method to improve the strength and uniformity in MICP with polycarboxylic acid added\",\"authors\":\"Yong-Qiang Zhu, Yu-Jie Li, Xing-Ye Sun, Zhen Guo, Sheng-Jie Rui, Dao-Qiong Zheng\",\"doi\":\"10.1007/s11440-024-02501-x\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The production and distribution uniformity of calcium carbonate plays a pivotal role in enhancing the effectiveness of microbially induced calcium carbonate precipitation (MICP). Various methods have been proposed to enhance the conversion rate of calcium ions and ensure uniform calcium carbonate distribution. These include multiphase injection methods and one-phase injection methods with environmental factors such as pH and temperature controlled. Polycarboxylic acid, a polymer organic substance rich in carboxylic acid groups, serves as a regulator for the initial precipitation time of calcium carbonate. It aids in increasing the total output of calcium carbonate by complexing calcium ions. This study introduces and investigates a one-phase injection method of MICP with the addition of polycarboxylic acid. The methodology is examined through bacteria growth tests, tube tests, sand column tests, and microscopic analyses. The results indicate that polycarboxylic acid does not exhibit any side effects on <i>Sporosarcina pasteurii</i> (<i>S. pasteurii</i>). When the urease activity of the bacterial solution is maintained at 15 kU/L and the concentration of the cement solution is 1 mol/L, incorporating a 3% solution of polycarboxylic acid delays the initial precipitation time of calcium carbonate by more than two hours. This delay significantly contributes to improving the uniformity of calcium carbonate distribution, with complete precipitation of calcium ions occurring within 24 h. After five treatment cycles, the unconfined compressive strength of the sand column reaches 2.76 MPa. This method demonstrates promising potential for application in enhancing reinforcement effects and streamlining the reinforcement process.</p></div>\",\"PeriodicalId\":49308,\"journal\":{\"name\":\"Acta Geotechnica\",\"volume\":\"20 5\",\"pages\":\"2279 - 2291\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2025-01-03\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Acta Geotechnica\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s11440-024-02501-x\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Acta Geotechnica","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s11440-024-02501-x","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
A one-phase injection method to improve the strength and uniformity in MICP with polycarboxylic acid added
The production and distribution uniformity of calcium carbonate plays a pivotal role in enhancing the effectiveness of microbially induced calcium carbonate precipitation (MICP). Various methods have been proposed to enhance the conversion rate of calcium ions and ensure uniform calcium carbonate distribution. These include multiphase injection methods and one-phase injection methods with environmental factors such as pH and temperature controlled. Polycarboxylic acid, a polymer organic substance rich in carboxylic acid groups, serves as a regulator for the initial precipitation time of calcium carbonate. It aids in increasing the total output of calcium carbonate by complexing calcium ions. This study introduces and investigates a one-phase injection method of MICP with the addition of polycarboxylic acid. The methodology is examined through bacteria growth tests, tube tests, sand column tests, and microscopic analyses. The results indicate that polycarboxylic acid does not exhibit any side effects on Sporosarcina pasteurii (S. pasteurii). When the urease activity of the bacterial solution is maintained at 15 kU/L and the concentration of the cement solution is 1 mol/L, incorporating a 3% solution of polycarboxylic acid delays the initial precipitation time of calcium carbonate by more than two hours. This delay significantly contributes to improving the uniformity of calcium carbonate distribution, with complete precipitation of calcium ions occurring within 24 h. After five treatment cycles, the unconfined compressive strength of the sand column reaches 2.76 MPa. This method demonstrates promising potential for application in enhancing reinforcement effects and streamlining the reinforcement process.
期刊介绍:
Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.