In karst regions, the occurrence of sinkholes is a common cause of roadway failures, leading to significant embankment deformation and instability. The advantages of geosynthetic reinforcement have...
在喀斯特地区，陷落孔的发生是巷道破坏的常见原因，导致路堤严重变形和失稳。土工合成钢筋具有…
{"title":"Analytical method for evaluating the tensioned membrane effect in the geosynthetic-reinforced unsaturated embankment soil subjected to localized sinkholes","authors":"Hao-ru Zhang, Xiao-qiang Dong, Xi-dong Zhang, Ming-xing Xie","doi":"10.1080/19648189.2023.2271981","DOIUrl":"https://doi.org/10.1080/19648189.2023.2271981","url":null,"abstract":"In karst regions, the occurrence of sinkholes is a common cause of roadway failures, leading to significant embankment deformation and instability. The advantages of geosynthetic reinforcement have...","PeriodicalId":11970,"journal":{"name":"European Journal of Environmental and Civil Engineering","volume":"29 1","pages":""},"PeriodicalIF":2.1,"publicationDate":"2023-11-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138543670","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-11-23DOI: 10.1080/19648189.2023.2282560
Chao Qiu, Chuanxun Li
{"title":"Analytical solutions for one-dimensional nonlinear large strain consolidation of soft soils with high compressibility under a multi-stage loading","authors":"Chao Qiu, Chuanxun Li","doi":"10.1080/19648189.2023.2282560","DOIUrl":"https://doi.org/10.1080/19648189.2023.2282560","url":null,"abstract":"","PeriodicalId":11970,"journal":{"name":"European Journal of Environmental and Civil Engineering","volume":"22 2","pages":""},"PeriodicalIF":2.1,"publicationDate":"2023-11-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139243481","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-11-14DOI: 10.1080/19648189.2023.2282556
Armin Shidloon, Mehdi Ashtiani, Abbas Ghalandarzadeh
This study investigates the effectiveness of a vertical trench in mitigating the hazards associated with reverse faulting on shallow foundations and assesses the accuracy of analytical relations fo...
本文研究了垂直沟槽在减轻浅层基础上逆断层所带来的危害方面的有效性，并评估了分析关系的准确性。
{"title":"Numerical modeling of trench adjacent to a shallow foundation for mitigating reverse fault rupture effects","authors":"Armin Shidloon, Mehdi Ashtiani, Abbas Ghalandarzadeh","doi":"10.1080/19648189.2023.2282556","DOIUrl":"https://doi.org/10.1080/19648189.2023.2282556","url":null,"abstract":"This study investigates the effectiveness of a vertical trench in mitigating the hazards associated with reverse faulting on shallow foundations and assesses the accuracy of analytical relations fo...","PeriodicalId":11970,"journal":{"name":"European Journal of Environmental and Civil Engineering","volume":"97 ","pages":""},"PeriodicalIF":2.1,"publicationDate":"2023-11-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138504990","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-11-14DOI: 10.1080/19648189.2023.2279563
Abdullah Alshahrani, Tianyi Cui, Ayman Almutlaqah, Sivakumar Kulasegaram
A sustainable and green approach to concrete mix design is fundamental for the construction sector in terms of reducing carbon dioxide (CO2) emissions and conserving non-renewable natural resources...
{"title":"Designing sustainable high-strength self-compacting concrete with high content of supplementary cementitious materials","authors":"Abdullah Alshahrani, Tianyi Cui, Ayman Almutlaqah, Sivakumar Kulasegaram","doi":"10.1080/19648189.2023.2279563","DOIUrl":"https://doi.org/10.1080/19648189.2023.2279563","url":null,"abstract":"A sustainable and green approach to concrete mix design is fundamental for the construction sector in terms of reducing carbon dioxide (CO2) emissions and conserving non-renewable natural resources...","PeriodicalId":11970,"journal":{"name":"European Journal of Environmental and Civil Engineering","volume":"87 ","pages":""},"PeriodicalIF":2.1,"publicationDate":"2023-11-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138504992","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-11-07DOI: 10.1080/19648189.2023.2276129
Pradyut Anand, Anand Kumar Sinha, Puja Rajhans
AbstractThis paper introduces a new method for developing Autoclaved Aerated Concrete (AAC) blocks, investigating the impact of different loading rates on compressive strength and failure behaviour. Alkaline solution and accelerated curing tank curing were explored as alternatives to conventional methods using aluminium powder and autoclave curing with fly ash. Construction and demolition waste was used as a substitute for fly ash, and chopped steel wool fibres were added to enhance block strength. The blocks were tested under various loading rates, and stress–strain graphs were generated to calculate Young’s modulus of elasticity values. ANSYS software was used for simulation and comparison, validating the accuracy of analytical models. The study shows a correlation between experimental and simulated values, confirming the successful incorporation of CDW and CSWF in AAC block development. Increasing the loading rate during testing leads to lower measured Young’s modulus, indicating strain rate dependency. However, including CSWF enhances Young’s modulus by redistributing stress and restraining crack propagation. The research contributes to understanding AAC's mechanical properties and performance, supporting its potential as a sustainable alternative for masonry materials in structural applications.Keywords: Autoclaved aerated concrete (AAC)chopped steel wool fibres (CSWF)construction and demolition waste (CDW)loading ratestress – strain graphyoung’s modulus of elasticity (E) AcknowledgementThe authors would like to acknowledge Birla Institute of Technology Mesra, Ranchi, India, for providing seed funding for the raw materials necessary for experimental observations and research.Disclosure statementNo potential conflict of interest was reported by the author(s).Data availability statementAll data and models generated or used during the study appear in the submitted article.
{"title":"Effect of loading rate on mechanical properties of autoclaved aerated concrete having steel wool fibres, construction waste and alkaline solution by employing accelerated curing","authors":"Pradyut Anand, Anand Kumar Sinha, Puja Rajhans","doi":"10.1080/19648189.2023.2276129","DOIUrl":"https://doi.org/10.1080/19648189.2023.2276129","url":null,"abstract":"AbstractThis paper introduces a new method for developing Autoclaved Aerated Concrete (AAC) blocks, investigating the impact of different loading rates on compressive strength and failure behaviour. Alkaline solution and accelerated curing tank curing were explored as alternatives to conventional methods using aluminium powder and autoclave curing with fly ash. Construction and demolition waste was used as a substitute for fly ash, and chopped steel wool fibres were added to enhance block strength. The blocks were tested under various loading rates, and stress–strain graphs were generated to calculate Young’s modulus of elasticity values. ANSYS software was used for simulation and comparison, validating the accuracy of analytical models. The study shows a correlation between experimental and simulated values, confirming the successful incorporation of CDW and CSWF in AAC block development. Increasing the loading rate during testing leads to lower measured Young’s modulus, indicating strain rate dependency. However, including CSWF enhances Young’s modulus by redistributing stress and restraining crack propagation. The research contributes to understanding AAC's mechanical properties and performance, supporting its potential as a sustainable alternative for masonry materials in structural applications.Keywords: Autoclaved aerated concrete (AAC)chopped steel wool fibres (CSWF)construction and demolition waste (CDW)loading ratestress – strain graphyoung’s modulus of elasticity (E) AcknowledgementThe authors would like to acknowledge Birla Institute of Technology Mesra, Ranchi, India, for providing seed funding for the raw materials necessary for experimental observations and research.Disclosure statementNo potential conflict of interest was reported by the author(s).Data availability statementAll data and models generated or used during the study appear in the submitted article.","PeriodicalId":11970,"journal":{"name":"European Journal of Environmental and Civil Engineering","volume":"72 6","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135539552","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-11-06DOI: 10.1080/19648189.2023.2276133
Ali Reza Ghanizadeh, Farzad Safi Jahanshahi, Seyed Saber Naseralavi
{"title":"Intelligent modelling of unconfined compressive strength of cement stabilised iron ore tailings: a case study of Golgohar mine","authors":"Ali Reza Ghanizadeh, Farzad Safi Jahanshahi, Seyed Saber Naseralavi","doi":"10.1080/19648189.2023.2276133","DOIUrl":"https://doi.org/10.1080/19648189.2023.2276133","url":null,"abstract":"","PeriodicalId":11970,"journal":{"name":"European Journal of Environmental and Civil Engineering","volume":"10 6","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135679018","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-11-06DOI: 10.1080/19648189.2023.2276132
Mohammed Shehada, Zakaria Ilyes Djamaï, Frédéric Duprat
AbstractComposite constructions made of wood and concrete are being researched as revolutionary structural components that offer many benefits. The connection in timber-concrete-composite (TCC) is typically made via mechanical means. This study describes the TCC bonded by adhesives, particularly the mechanical behaviour of the joints between timber (GL24h) and self-compacting concrete (SCC) set by the dry or wet bonding process. For this purpose, double push-out shear tests on TCC joints bonded by epoxy resin of adhesives were performed. The role of several variables was considered for both fabrication processes. These parameters were: variation of moisture content (m.c.) of timber, adhesive type, adhesive thickness, sand addition, concrete surface treatment, and scale of bonding length. The results showed that glueing seems to be a feasible alternative instead of mechanical means for producing dry and wet TCC joints. Under dry conditions of timber elements, the shear strength can be considered highly satisfactory, with a mean value range of 6–8 MPa. The failure mode is primarily affected by concrete and timber failure. However, the findings of this study confirm the hypothesis that increasing the moisture content of timber before the gluing process significantly reduces the shear strength of adhesively bonded TCC joints by approximately 30% in certain instances. These results contribute to understanding the challenges and limitations of the bonding system, providing valuable insights for optimizing the design and manufacturing of timber-concrete composites.Keywords: Timber-concrete compositesshear strengthpush-out testepoxy adhesive bonding AcknowledgementsThe authors would like to thank and acknowledge technicians from the National Institute of Applied Sciences of Toulouse, and GA Smart Building Co., for their assistance during the experimental works. The appreciation would also be extended to SIKA Co. for gracefully supplying resins and discussing the mechanical performance of used resins.Disclosure statementThe authors have no competing interests to declare that are relevant to the content of this article.Data availability statementThe raw data required to reproduce these findings are available from the corresponding author upon reasonable request.Additional informationFundingThe research was financially supported by the GA Smart Building Co.
{"title":"Investigation of the behaviour of adhesively bonded joints between timber and self-compacting concrete","authors":"Mohammed Shehada, Zakaria Ilyes Djamaï, Frédéric Duprat","doi":"10.1080/19648189.2023.2276132","DOIUrl":"https://doi.org/10.1080/19648189.2023.2276132","url":null,"abstract":"AbstractComposite constructions made of wood and concrete are being researched as revolutionary structural components that offer many benefits. The connection in timber-concrete-composite (TCC) is typically made via mechanical means. This study describes the TCC bonded by adhesives, particularly the mechanical behaviour of the joints between timber (GL24h) and self-compacting concrete (SCC) set by the dry or wet bonding process. For this purpose, double push-out shear tests on TCC joints bonded by epoxy resin of adhesives were performed. The role of several variables was considered for both fabrication processes. These parameters were: variation of moisture content (m.c.) of timber, adhesive type, adhesive thickness, sand addition, concrete surface treatment, and scale of bonding length. The results showed that glueing seems to be a feasible alternative instead of mechanical means for producing dry and wet TCC joints. Under dry conditions of timber elements, the shear strength can be considered highly satisfactory, with a mean value range of 6–8 MPa. The failure mode is primarily affected by concrete and timber failure. However, the findings of this study confirm the hypothesis that increasing the moisture content of timber before the gluing process significantly reduces the shear strength of adhesively bonded TCC joints by approximately 30% in certain instances. These results contribute to understanding the challenges and limitations of the bonding system, providing valuable insights for optimizing the design and manufacturing of timber-concrete composites.Keywords: Timber-concrete compositesshear strengthpush-out testepoxy adhesive bonding AcknowledgementsThe authors would like to thank and acknowledge technicians from the National Institute of Applied Sciences of Toulouse, and GA Smart Building Co., for their assistance during the experimental works. The appreciation would also be extended to SIKA Co. for gracefully supplying resins and discussing the mechanical performance of used resins.Disclosure statementThe authors have no competing interests to declare that are relevant to the content of this article.Data availability statementThe raw data required to reproduce these findings are available from the corresponding author upon reasonable request.Additional informationFundingThe research was financially supported by the GA Smart Building Co.","PeriodicalId":11970,"journal":{"name":"European Journal of Environmental and Civil Engineering","volume":"45 9","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135681981","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-11-02DOI: 10.1080/19648189.2023.2276141
Upender Bishnoi, A. B. Danie Roy, Naveen Kwatra
AbstractSeismic occurrences have caused severe damage and even the collapse of fragile unreinforced masonry structures. New technologies are replacing these conventional methods of construction; concrete sandwich panels (CSP) are one such technique gaining popularity. In-plane diagonal shear strength of concrete sandwich panels is studied experimentally, and the effect of incorporating geogrids on the deformation capability and load-bearing capacity is reported. Two forms of geogrid material, plastic uniaxial geogrid (PUG) and polyester biaxial geogrids (PBG2 and PBG3) are used to improve the strength and ductility of concrete sandwich panels. Diagonal compression tests have been carried out better to understand the behavior of CSP under in-plane strength. This paper also discusses the effect of the different mixes, the effect of geogrids, load-deformation behaviour, shear capacity, deflection ductility factor, mode of failure, shear strength, and energy dissipation. In contrast to the control specimen, specimens cast with plastic geogrid had a 13.7% and 26% improvement in shear capacity and load-bearing capability for the two types of micro-concrete mixes used in this study. The conclusion reached is that plastic uniaxial geogrid is effective in improving the concrete sandwich panels’ load-bearing capacity, shear capacity, and deformation ability. Polyester biaxial geogrids enhanced the ductility of the concrete sandwich panels.Keywords: Concrete sandwich panelIn-plane diagonal compressiongeogridsenergy dissipation Disclosure statementNo potential conflict of interest was reported by the author(s).Data availability statementThe data that support the findings of this study are available from the corresponding author, upon reasonable request.
{"title":"In-plane shear behaviour of concrete sandwich panels reinforced with various geogrids","authors":"Upender Bishnoi, A. B. Danie Roy, Naveen Kwatra","doi":"10.1080/19648189.2023.2276141","DOIUrl":"https://doi.org/10.1080/19648189.2023.2276141","url":null,"abstract":"AbstractSeismic occurrences have caused severe damage and even the collapse of fragile unreinforced masonry structures. New technologies are replacing these conventional methods of construction; concrete sandwich panels (CSP) are one such technique gaining popularity. In-plane diagonal shear strength of concrete sandwich panels is studied experimentally, and the effect of incorporating geogrids on the deformation capability and load-bearing capacity is reported. Two forms of geogrid material, plastic uniaxial geogrid (PUG) and polyester biaxial geogrids (PBG2 and PBG3) are used to improve the strength and ductility of concrete sandwich panels. Diagonal compression tests have been carried out better to understand the behavior of CSP under in-plane strength. This paper also discusses the effect of the different mixes, the effect of geogrids, load-deformation behaviour, shear capacity, deflection ductility factor, mode of failure, shear strength, and energy dissipation. In contrast to the control specimen, specimens cast with plastic geogrid had a 13.7% and 26% improvement in shear capacity and load-bearing capability for the two types of micro-concrete mixes used in this study. The conclusion reached is that plastic uniaxial geogrid is effective in improving the concrete sandwich panels’ load-bearing capacity, shear capacity, and deformation ability. Polyester biaxial geogrids enhanced the ductility of the concrete sandwich panels.Keywords: Concrete sandwich panelIn-plane diagonal compressiongeogridsenergy dissipation Disclosure statementNo potential conflict of interest was reported by the author(s).Data availability statementThe data that support the findings of this study are available from the corresponding author, upon reasonable request.","PeriodicalId":11970,"journal":{"name":"European Journal of Environmental and Civil Engineering","volume":"26 12","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135974530","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-10-31DOI: 10.1080/19648189.2023.2276128
Amal Bousleh, Saloua El Euch Khay
AbstractBecause of the gradual depletion of gravel and river sand resources and restrictions on quarrying activities to maintain the ecological balance, limestone crushed sand with a high content of limestone fillers is being explored to be used, as an alternative source of supply, in Portland cement concrete (PCC) for rigid pavement. This paper aims to first present mechanical test results carried out on three types of PCC formulated with crushed limestone sand as fine aggregates, devoid of superplasticizers. Since shrinkage cracking is an important problem for rigid pavement, the shrinkage behaviour of these concretes is then experimentally investigated. Furthermore, three existing models (ACI-209, Eurocode2, and triple-sphere models) and a novel-developed model are used to estimate the mixtures’ shrinkage. Results showed that the designed mixtures exhibited normal shrinkage values. The shrinkage modelling revealed that the proposed model well fitted the experimental data. Besides, Eurocode2 and ACI-209 models may be adapted for the case of limestone concretes containing a high content of limestone fillers and then used to accurately estimate their shrinkage strains. However, the triple-sphere model was unsuitable for these concretes and overestimated their ultimate shrinkage since it does not take into account their high filler content. Nevertheless, by adjusting the paste shrinkage expression, the ultimate shrinkage strain values of the tested mixtures were improved.Keywords: Rigid pavementconcretecrushed limestone sandShrinkagemodelling Disclosure statementNo potential conflict of interest was reported by the author(s).Data availability statementThe data that support the findings of this study are openly available in Mendeley data at http://doi.org/ 10.17632/d828k98rrk.1.
{"title":"Shrinkage performance and modelling of concretes incorporating crushed limestone sand with a high content of fillers for pavement slabs","authors":"Amal Bousleh, Saloua El Euch Khay","doi":"10.1080/19648189.2023.2276128","DOIUrl":"https://doi.org/10.1080/19648189.2023.2276128","url":null,"abstract":"AbstractBecause of the gradual depletion of gravel and river sand resources and restrictions on quarrying activities to maintain the ecological balance, limestone crushed sand with a high content of limestone fillers is being explored to be used, as an alternative source of supply, in Portland cement concrete (PCC) for rigid pavement. This paper aims to first present mechanical test results carried out on three types of PCC formulated with crushed limestone sand as fine aggregates, devoid of superplasticizers. Since shrinkage cracking is an important problem for rigid pavement, the shrinkage behaviour of these concretes is then experimentally investigated. Furthermore, three existing models (ACI-209, Eurocode2, and triple-sphere models) and a novel-developed model are used to estimate the mixtures’ shrinkage. Results showed that the designed mixtures exhibited normal shrinkage values. The shrinkage modelling revealed that the proposed model well fitted the experimental data. Besides, Eurocode2 and ACI-209 models may be adapted for the case of limestone concretes containing a high content of limestone fillers and then used to accurately estimate their shrinkage strains. However, the triple-sphere model was unsuitable for these concretes and overestimated their ultimate shrinkage since it does not take into account their high filler content. Nevertheless, by adjusting the paste shrinkage expression, the ultimate shrinkage strain values of the tested mixtures were improved.Keywords: Rigid pavementconcretecrushed limestone sandShrinkagemodelling Disclosure statementNo potential conflict of interest was reported by the author(s).Data availability statementThe data that support the findings of this study are openly available in Mendeley data at http://doi.org/ 10.17632/d828k98rrk.1.","PeriodicalId":11970,"journal":{"name":"European Journal of Environmental and Civil Engineering","volume":"217 ","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135814201","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-10-31DOI: 10.1080/19648189.2023.2276126
Smitha Gopinath, Marko Butler, Viktor Mechtcherine
{"title":"Strain hardening composite made of LC3 binder and mineral impregnated carbon yarn: effect of crystalline admixture on mechanical characteristics and microstructure","authors":"Smitha Gopinath, Marko Butler, Viktor Mechtcherine","doi":"10.1080/19648189.2023.2276126","DOIUrl":"https://doi.org/10.1080/19648189.2023.2276126","url":null,"abstract":"","PeriodicalId":11970,"journal":{"name":"European Journal of Environmental and Civil Engineering","volume":"309 ","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135872570","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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