Tiantian Zhu, Qiao Jiang, Y . - Y Lu, Yazi Meng, Yuhua Cao, Ke Li, Bo Wang, Xiang Li
{"title":"Tailoring zirconium-based MOF architectures for uptaking targeted micropollutants with high risk: critical role of porphyrin ligands in adsorption-catalysis processes","authors":"Tiantian Zhu, Qiao Jiang, Y . - Y Lu, Yazi Meng, Yuhua Cao, Ke Li, Bo Wang, Xiang Li","doi":"10.1007/s11783-026-2226-5","DOIUrl":"https://doi.org/10.1007/s11783-026-2226-5","url":null,"abstract":"","PeriodicalId":8117,"journal":{"name":"Architecture Civil Engineering Environment","volume":"20 8","pages":""},"PeriodicalIF":0.0,"publicationDate":"2026-04-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"147967022","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Qiyu Weng, Li Zhong, Fengyang Wang, Pengfei Li, Yuqun Zhuo, Pengbo Hu
{"title":"Catalytic oxidation of Hg0 by bromide over Ce-modified regenerated V-Mo/Ti catalyst: a field study conducted in a 600 MW power plant unit","authors":"Qiyu Weng, Li Zhong, Fengyang Wang, Pengfei Li, Yuqun Zhuo, Pengbo Hu","doi":"10.1007/s11783-026-2120-1","DOIUrl":"https://doi.org/10.1007/s11783-026-2120-1","url":null,"abstract":"","PeriodicalId":8117,"journal":{"name":"Architecture Civil Engineering Environment","volume":"20 2","pages":""},"PeriodicalIF":0.0,"publicationDate":"2026-01-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"147896297","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Yu Sun, Qiurong Zhang, Qingfang Deng, Nima Bai, Huaguo Chen
{"title":"The damaging effects of polyethylene microplastics exposure on juvenile carp and the ameliorative role of Opuntia Milpa alta extract","authors":"Yu Sun, Qiurong Zhang, Qingfang Deng, Nima Bai, Huaguo Chen","doi":"10.1007/s11783-026-2107-y","DOIUrl":"https://doi.org/10.1007/s11783-026-2107-y","url":null,"abstract":"","PeriodicalId":8117,"journal":{"name":"Architecture Civil Engineering Environment","volume":"20 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2026-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"147922079","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"The Analysis of Pile Skin and Base Resistances Interaction Based on Static Pile Load Test in Experimental Research","authors":"Krzysztof Żarkiewicz","doi":"10.2478/acee-2023-0041","DOIUrl":"https://doi.org/10.2478/acee-2023-0041","url":null,"abstract":"Abstract Static pile load tests in laboratory conditions were carried out to study the mechanism of the pile skin and pile base resistance mobilization with settlement and their interactions. The mechanism of the skin resistance at the base is important in the correct interpretation of the pile capacity. Especially in the case of piles shallowly embedded in the bearing layer. In the studies described in this article, high-precision piezoelectric elastic stress maps were used. The tests were carried out on piles with a diameter of 2.5–2.8 cm, and length of 40 cm. Static pile load tests were carried out to measure resistance at the pile base, settlement and change of stress in the soil at the level of the pile base or beneath the pile base were measured. The analysis of stress in soil allowed to investigate the interaction between the resistances of the pile base and skin. The state of stress in the soil close to the pile base, both beneath and above the pile base level was heavily influenced by the simultaneous mobilization of skin and base resistance.","PeriodicalId":8117,"journal":{"name":"Architecture Civil Engineering Environment","volume":"22 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135735543","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Professional Profile Map as a Powerful Educational Tool for Architects and Civil Engineers","authors":"Szymon Dawczyński, Rafał Krzywoń, Sigrid Mannsberger-Nindl, Sabine Schwenk, Arsenio Navarro, Serafin Garcia, Lorena Hernandez, María Lladró, Isabel María Balufo, Valentina Kuzma, Andreja Palatinus, Eleni Damianou, Paraskevi Angelakopoulou","doi":"10.2478/acee-2023-0034","DOIUrl":"https://doi.org/10.2478/acee-2023-0034","url":null,"abstract":"Abstract The paper discusses the importance of the Professional Profile Map (PPM) in the context of architecture and civil engineering education. It acknowledges the dynamic nature of these fields due to technological advancements and evolving industry practices, emphasizing the need for professionals who possess practical skills in addition to academic knowledge. The PPM is introduced as a valuable tool that acts as a bridge between academia and industry by defining the essential knowledge, skills, and competencies (KSC) required for success in these professions. Furthermore, the paper discusses the role of the PPM in Erasmus+ projects, highlighting its ability to facilitate customization and adaptability in education. It encourages interdisciplinary collaboration, practical experience, and employability enhancement, aligning with the goals of Erasmus+ projects. A case study from the TAB4BUILDING project illustrates how the PPM was used to identify KSC related to the use of Fibre Reinforced Polymers (FRP) in construction. The PPM's role in harmonizing educational programs across different countries and promoting international collaboration is emphasized.","PeriodicalId":8117,"journal":{"name":"Architecture Civil Engineering Environment","volume":"14 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135735290","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Geotechnical Interpretation of the Geological Structure of Loess Covers in Lublin Region","authors":"Krzysztof Nepelski","doi":"10.2478/acee-2023-0037","DOIUrl":"https://doi.org/10.2478/acee-2023-0037","url":null,"abstract":"Abstract The characteristic feature of the geological structure in the Lublin Region is loess covers, which at the same time constitute the main subsoil for setting building structures. Geological structure is the basis for developing a geotechnical model of the subsoil, which may be identical to the geological model. However, these two types of models in many cases should differ, because the geotechnical model is developed depending on the type of structure, its dimensions, the method and depth of the foundation, and the loads transferred. Identifying geological layers only on the basis of lithology and subsoil state leads to significant and excessive simplification, especially when these layers occur at different depths. Soil stiffness and its bearing capacity depend not only on the state, i.e. wetness but also on several other factors which are difficult to identify based on a superficial macroscopic assessment, even with the verification of individual samples with laboratory tests. A good foundation for the geotechnical assessment of the subsoil is provided by in situ tests such as CPTU and DMT, which allow for a statistical evaluation of parameters. The work presents the methodology for creating a geotechnical model of the loess subsoil based on in situ tests.","PeriodicalId":8117,"journal":{"name":"Architecture Civil Engineering Environment","volume":"79 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135735300","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}