Yaxu Liu, D. E. L. Ong, E. Oh, Zhuang Liu, Ross Hughes
{"title":"增强昆士兰疏浚泥强度的可持续胶凝混合物","authors":"Yaxu Liu, D. E. L. Ong, E. Oh, Zhuang Liu, Ross Hughes","doi":"10.1680/jgere.21.00046","DOIUrl":null,"url":null,"abstract":"Cement is commonly used as a stabilisation material in soft soil stabilisation. However, the use of cement can cause environmental issues as the production of cement results in high emission of CO2. Hence, it is essential to develop other suitable stabilisation materials to reduce the amount of cement used in the stabilisation of soft soil. Fly ash and DuraCrete® were investigated in this study to be used as partial replacements for traditional cement-only mixes. The behaviour of specimens stabilised using cement, fly ash, and DuraCrete (blended cement) under both Unconfined Compressive (UC) and Consolidated Isotropic Undrained (CIU) conditions, were investigated in this study. The experiment results proved that both fly ash and DuraCrete can be used as partial replacements of cement. Fly ash can provide the highest reduction in terms of percentage of cement. Meanwhile, DuraCrete is more cost effective, as a relatively smaller quantity of DuraCrete can replace a correspondingly larger amount of cement for a similar strength gain. The contribution of this research can provide engineers with alternative, more sustainable design mixes for soft soil stabilisation that can readily satisfy design strength requirements, while emitting relatively lesser CO2.","PeriodicalId":44054,"journal":{"name":"Geotechnical Research","volume":" ","pages":""},"PeriodicalIF":1.6000,"publicationDate":"2022-01-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"6","resultStr":"{\"title\":\"Sustainable cementitious blends for strength enhancement of Queensland dredged mud\",\"authors\":\"Yaxu Liu, D. E. L. Ong, E. Oh, Zhuang Liu, Ross Hughes\",\"doi\":\"10.1680/jgere.21.00046\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Cement is commonly used as a stabilisation material in soft soil stabilisation. However, the use of cement can cause environmental issues as the production of cement results in high emission of CO2. Hence, it is essential to develop other suitable stabilisation materials to reduce the amount of cement used in the stabilisation of soft soil. Fly ash and DuraCrete® were investigated in this study to be used as partial replacements for traditional cement-only mixes. The behaviour of specimens stabilised using cement, fly ash, and DuraCrete (blended cement) under both Unconfined Compressive (UC) and Consolidated Isotropic Undrained (CIU) conditions, were investigated in this study. The experiment results proved that both fly ash and DuraCrete can be used as partial replacements of cement. Fly ash can provide the highest reduction in terms of percentage of cement. Meanwhile, DuraCrete is more cost effective, as a relatively smaller quantity of DuraCrete can replace a correspondingly larger amount of cement for a similar strength gain. The contribution of this research can provide engineers with alternative, more sustainable design mixes for soft soil stabilisation that can readily satisfy design strength requirements, while emitting relatively lesser CO2.\",\"PeriodicalId\":44054,\"journal\":{\"name\":\"Geotechnical Research\",\"volume\":\" \",\"pages\":\"\"},\"PeriodicalIF\":1.6000,\"publicationDate\":\"2022-01-28\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"6\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geotechnical Research\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1680/jgere.21.00046\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geotechnical Research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/jgere.21.00046","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Sustainable cementitious blends for strength enhancement of Queensland dredged mud
Cement is commonly used as a stabilisation material in soft soil stabilisation. However, the use of cement can cause environmental issues as the production of cement results in high emission of CO2. Hence, it is essential to develop other suitable stabilisation materials to reduce the amount of cement used in the stabilisation of soft soil. Fly ash and DuraCrete® were investigated in this study to be used as partial replacements for traditional cement-only mixes. The behaviour of specimens stabilised using cement, fly ash, and DuraCrete (blended cement) under both Unconfined Compressive (UC) and Consolidated Isotropic Undrained (CIU) conditions, were investigated in this study. The experiment results proved that both fly ash and DuraCrete can be used as partial replacements of cement. Fly ash can provide the highest reduction in terms of percentage of cement. Meanwhile, DuraCrete is more cost effective, as a relatively smaller quantity of DuraCrete can replace a correspondingly larger amount of cement for a similar strength gain. The contribution of this research can provide engineers with alternative, more sustainable design mixes for soft soil stabilisation that can readily satisfy design strength requirements, while emitting relatively lesser CO2.
期刊介绍:
Geotechnical Research covers the full scope of geotechnics and its related disciplines including: Soil, rock and fluid mechanics; geoenvironmental engineering; geothermal engineering; geotechnical design and construction issues; analytical and numerical methods; physical modelling; micromechanics; transportation geotechnics; engineering geology; environmental geotechnology; geochemistry; geohydrology and water management.