Su Myat Mon , Aya Sakaguchi , Shovon Raihan , Nguyen Duc Trung , Kimitoshi Hayano
{"title":"碱性建筑污泥中和过程中稳定剂对CO2固定能力的影响","authors":"Su Myat Mon , Aya Sakaguchi , Shovon Raihan , Nguyen Duc Trung , Kimitoshi Hayano","doi":"10.1016/j.sandf.2023.101358","DOIUrl":null,"url":null,"abstract":"<div><p>Construction sludge, generated from tunneling and piling, is typically in a liquid state. It can be improved via physical treatments, such as dehydration, and/or chemical treatments, using stabilizers, in order to to be recycled as construction material. To adjust the strength of sludge, chemical treatments are often preferred. However, chemical treatments frequently result in alkali leaching. Methods to reduce alkalinity by curing the alkaline sludge under CO<sub>2</sub> gas at a certain concentration have been proposed in Japan. In recent years, technologies that utilize CO<sub>2</sub> to improve the quality of cementitious material have received considerable attention in terms of carbon capture. Therefore, the effects of stabilizers on the CO<sub>2</sub> fixation capacity of alkaline sludge during pH neutralization were investigated in this study. Accelerated carbonation and carbonate content measurement tests were conducted to detect the CO<sub>2</sub> content fixed in alkaline sludge specimens treated with various stabilizers. The test results showed that the fixed maximum CO<sub>2</sub> content per gram of dry mass of sludge, (<em>m</em><sub>CO2</sub>)<sup>max</sup>, increased with the calcium oxide (CaO) content of the stabilizer(s) per gram of dry sludge, <em>C</em><sub>CaO</sub>. However, the rate of increase in (<em>m</em><sub>CO2</sub>)<sup>max</sup> with <em>C</em><sub>CaO</sub> was significantly affected by the type of stabilizer used. In the case of quicklime (QL), the ratio of (<em>m</em><sub>CO2</sub>)<sup>max</sup> to <em>C</em><sub>CaO</sub> was approximately 0.5, whereas, in the cases of fly ash (FA) and steel slag (SS), the ratio was approximately 0.25. The ratios for biomass ash and paper sludge ash were between that for QL and that for FA and SS. Detailed analyses of the test results suggest that the CaO content per gram of stabilizer(s) in the sludge, <em>C</em>*<sub>CaO</sub>, can provide an estimate of the fixed maximum amount of CO<sub>2</sub> per gram of stabilizer(s) in the sludge, (<em>m*</em><sub>CO2</sub>)<sup>max</sup>. However, other factors, including the amount of water-soluble Ca, should be considered for a precise evaluation. Additionally, the experimental results showed that the decrease in pH owing to neutralization increases with the increasing <em>C</em><sub>CaO</sub>. However, the type of stabilizer did not significantly affect the relationship between the degree of CO<sub>2</sub> fixation and the degree of neutralization.</p></div>","PeriodicalId":21857,"journal":{"name":"Soils and Foundations","volume":null,"pages":null},"PeriodicalIF":3.3000,"publicationDate":"2023-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Effects of stabilizers on CO2 fixation capacity in neutralization of alkali construction sludge\",\"authors\":\"Su Myat Mon , Aya Sakaguchi , Shovon Raihan , Nguyen Duc Trung , Kimitoshi Hayano\",\"doi\":\"10.1016/j.sandf.2023.101358\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Construction sludge, generated from tunneling and piling, is typically in a liquid state. It can be improved via physical treatments, such as dehydration, and/or chemical treatments, using stabilizers, in order to to be recycled as construction material. To adjust the strength of sludge, chemical treatments are often preferred. However, chemical treatments frequently result in alkali leaching. Methods to reduce alkalinity by curing the alkaline sludge under CO<sub>2</sub> gas at a certain concentration have been proposed in Japan. In recent years, technologies that utilize CO<sub>2</sub> to improve the quality of cementitious material have received considerable attention in terms of carbon capture. Therefore, the effects of stabilizers on the CO<sub>2</sub> fixation capacity of alkaline sludge during pH neutralization were investigated in this study. Accelerated carbonation and carbonate content measurement tests were conducted to detect the CO<sub>2</sub> content fixed in alkaline sludge specimens treated with various stabilizers. The test results showed that the fixed maximum CO<sub>2</sub> content per gram of dry mass of sludge, (<em>m</em><sub>CO2</sub>)<sup>max</sup>, increased with the calcium oxide (CaO) content of the stabilizer(s) per gram of dry sludge, <em>C</em><sub>CaO</sub>. However, the rate of increase in (<em>m</em><sub>CO2</sub>)<sup>max</sup> with <em>C</em><sub>CaO</sub> was significantly affected by the type of stabilizer used. In the case of quicklime (QL), the ratio of (<em>m</em><sub>CO2</sub>)<sup>max</sup> to <em>C</em><sub>CaO</sub> was approximately 0.5, whereas, in the cases of fly ash (FA) and steel slag (SS), the ratio was approximately 0.25. The ratios for biomass ash and paper sludge ash were between that for QL and that for FA and SS. Detailed analyses of the test results suggest that the CaO content per gram of stabilizer(s) in the sludge, <em>C</em>*<sub>CaO</sub>, can provide an estimate of the fixed maximum amount of CO<sub>2</sub> per gram of stabilizer(s) in the sludge, (<em>m*</em><sub>CO2</sub>)<sup>max</sup>. However, other factors, including the amount of water-soluble Ca, should be considered for a precise evaluation. Additionally, the experimental results showed that the decrease in pH owing to neutralization increases with the increasing <em>C</em><sub>CaO</sub>. However, the type of stabilizer did not significantly affect the relationship between the degree of CO<sub>2</sub> fixation and the degree of neutralization.</p></div>\",\"PeriodicalId\":21857,\"journal\":{\"name\":\"Soils and Foundations\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":3.3000,\"publicationDate\":\"2023-10-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Soils and Foundations\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0038080623000872\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soils and Foundations","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0038080623000872","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Effects of stabilizers on CO2 fixation capacity in neutralization of alkali construction sludge
Construction sludge, generated from tunneling and piling, is typically in a liquid state. It can be improved via physical treatments, such as dehydration, and/or chemical treatments, using stabilizers, in order to to be recycled as construction material. To adjust the strength of sludge, chemical treatments are often preferred. However, chemical treatments frequently result in alkali leaching. Methods to reduce alkalinity by curing the alkaline sludge under CO2 gas at a certain concentration have been proposed in Japan. In recent years, technologies that utilize CO2 to improve the quality of cementitious material have received considerable attention in terms of carbon capture. Therefore, the effects of stabilizers on the CO2 fixation capacity of alkaline sludge during pH neutralization were investigated in this study. Accelerated carbonation and carbonate content measurement tests were conducted to detect the CO2 content fixed in alkaline sludge specimens treated with various stabilizers. The test results showed that the fixed maximum CO2 content per gram of dry mass of sludge, (mCO2)max, increased with the calcium oxide (CaO) content of the stabilizer(s) per gram of dry sludge, CCaO. However, the rate of increase in (mCO2)max with CCaO was significantly affected by the type of stabilizer used. In the case of quicklime (QL), the ratio of (mCO2)max to CCaO was approximately 0.5, whereas, in the cases of fly ash (FA) and steel slag (SS), the ratio was approximately 0.25. The ratios for biomass ash and paper sludge ash were between that for QL and that for FA and SS. Detailed analyses of the test results suggest that the CaO content per gram of stabilizer(s) in the sludge, C*CaO, can provide an estimate of the fixed maximum amount of CO2 per gram of stabilizer(s) in the sludge, (m*CO2)max. However, other factors, including the amount of water-soluble Ca, should be considered for a precise evaluation. Additionally, the experimental results showed that the decrease in pH owing to neutralization increases with the increasing CCaO. However, the type of stabilizer did not significantly affect the relationship between the degree of CO2 fixation and the degree of neutralization.
期刊介绍:
Soils and Foundations is one of the leading journals in the field of soil mechanics and geotechnical engineering. It is the official journal of the Japanese Geotechnical Society (JGS)., The journal publishes a variety of original research paper, technical reports, technical notes, as well as the state-of-the-art reports upon invitation by the Editor, in the fields of soil and rock mechanics, geotechnical engineering, and environmental geotechnics. Since the publication of Volume 1, No.1 issue in June 1960, Soils and Foundations will celebrate the 60th anniversary in the year of 2020.
Soils and Foundations welcomes theoretical as well as practical work associated with the aforementioned field(s). Case studies that describe the original and interdisciplinary work applicable to geotechnical engineering are particularly encouraged. Discussions to each of the published articles are also welcomed in order to provide an avenue in which opinions of peers may be fed back or exchanged. In providing latest expertise on a specific topic, one issue out of six per year on average was allocated to include selected papers from the International Symposia which were held in Japan as well as overseas.