Topic Editors

School of Civil Engineering, Central South University, Changsha, China
School of Civil Engineering, Central South University, Changsha 410083, China
School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China
School of Civil Engineering, Central South University, Changsha 410083, China

Pathways to Sustainable Construction: Innovations in New Materials, Construction Techniques, and Management Practices, 2nd Edition

Abstract submission deadline
closed (31 December 2025)
Manuscript submission deadline
closed (31 March 2026)
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2510

Topic Information

Dear Colleagues,

We are pleased to announce our upcoming Topic on "Pathways to Sustainable Construction: Innovations in New Materials, Construction Techniques, and Management Practices, 2nd Edition". Given the significant environmental and social impact of the construction industry, it is imperative to develop more sustainable approaches to building and infrastructure development. This Topic aims to highlight recent innovations in materials, construction techniques, and management practices that can help achieve this reality. We invite original research articles, reviews, and perspectives that investigate one or more of the following areas:

  • Innovations in new and sustainable materials for construction;
  • Efficient and environmentally friendly construction techniques and processes;
  • Sustainable management practices for construction projects;
  • Renewable energy and energy-efficient systems for buildings and infrastructure;
  • Sustainable design and planning strategies for buildings and infrastructure;
  • Life cycle assessments and environmental impact assessments for construction projects.

We encourage submissions from scholars, practitioners, and policymakers from diverse geographical and disciplinary backgrounds. All submissions will undergo rigorous peer review to ensure we collate high-quality and original research. We eagerly anticipate receiving your submissions and contributing to the advancement of this field.

Dr. Yange Li
Prof. Dr. Huihua Chen
Dr. Lei Li
Dr. Baoquan Cheng
Topic Editors

Keywords

  • sustainable construction
  • new materials
  • construction techniques
  • management practices
  • green infrastructure
  • sustainable design

Participating Journals

Journal Name Impact Factor CiteScore Launched Year First Decision (median) APC
Architecture
architecture
2.1 2.5 2021 21.4 Days CHF 1200
Buildings
buildings
3.4 5.6 2011 14.7 Days CHF 2600
CivilEng
civileng
2.8 4.4 2020 23.5 Days CHF 1400
Construction Materials
constrmater
2.7 3.1 2021 24.4 Days CHF 1200
Materials
materials
3.7 7.0 2008 14.4 Days CHF 2600
Sustainability
sustainability
4.1 8.9 2009 16.9 Days CHF 2400

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Published Papers (2 papers)

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22 pages, 7700 KB  
Article
Application of Elastomeric Materials as Protection Measures Against Vibration in Special-Purpose Building Structures
by Marta Knawa-Hawryszków
Sustainability 2026, 18(12), 5810; https://doi.org/10.3390/su18125810 - 7 Jun 2026
Viewed by 428
Abstract
This paper presents up-to-date technical solutions for mitigating vibration and structure-borne noise in buildings, caused mainly by urban infrastructure. It is intended to draw attention to the problem of noise and vibration pollution, against which people and buildings should be protected rationally and [...] Read more.
This paper presents up-to-date technical solutions for mitigating vibration and structure-borne noise in buildings, caused mainly by urban infrastructure. It is intended to draw attention to the problem of noise and vibration pollution, against which people and buildings should be protected rationally and properly according to the concept of sustainable development as it relates to the architecture, engineering and construction (AEC) sector (one common sector). It reviews different passive methods of protection against vibration impacts, such as those provided by the elastic support of structures, emphasizing their advantages and limitations. The application of optional solutions using suitable elastomeric materials is presented through examples of various special-purpose buildings designed and built in recent years. The implemented mitigation measures are described in detail and briefly evaluated in the context of ensuring effective vibration isolation that complies with stringent requirements related to the accepted level of vibro-acoustic influence in the considered facilities. The paper provides an overview of the practice-oriented application of an elastic support technique in the design and realization of buildings, which enhances the vibro-acoustic comfort of their occupants and users. The general aspects of sustainability in the context of types of elastomeric vibro-isolating materials are also discussed. Full article
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26 pages, 6714 KB  
Article
Study on the Shear Performance of MMOM Stay-in-Place Formwork Beams Reinforced with Perforated Steel Pipe Skeleton
by Lingling Li, Chuanhe Shang and Xiaodong Wang
Buildings 2025, 15(15), 2638; https://doi.org/10.3390/buildings15152638 - 26 Jul 2025
Viewed by 986
Abstract
The simulation analysis of a novel stay-in-place formwork (SIPF) beam reinforced with perforated steel pipe skeleton was conducted. The SIPF beam consists of a modified magnesium oxysulfide mortar (MMOM) formwork, a square steel pipe skeleton with holes dug on the sides and top, [...] Read more.
The simulation analysis of a novel stay-in-place formwork (SIPF) beam reinforced with perforated steel pipe skeleton was conducted. The SIPF beam consists of a modified magnesium oxysulfide mortar (MMOM) formwork, a square steel pipe skeleton with holes dug on the sides and top, and cast-in-place concrete. The finite element (FE) analysis model of the SIPF beam was established by using the ABAQUS CAE 2021 software, and simulation analysis was conducted with the shear span ratio (SSR), the distance between the remaining steel strips, and the strength of concrete as the variation parameters. The results show that the stiffness and shear capacity of the SIPF beam decrease with the increase in SSR and increase with the decrease in strip spacing. Under the same conditions, when the concrete strength grade is increased from C30 to C50, the shear bearing capacity of the SIPF beam increases by 11.8% to 16.2%. When the spacing of the steel strips is reduced from 200 mm to 150 mm, the shear bearing capacity can be increased by 12.7% to 31.5%. When the SSR increases from 1.5 to 3.0, the shear bearing capacity decreases by 26.9% to 37.3%. Moreover, with the increase in the SSR, the influence of the steel strip spacing on the shear bearing capacity of the SIPF beam improves, while the influence of the concrete strength on the shear bearing capacity decreases. Taking parameters such as SSR, steel strip spacing, and concrete strength as variables, the influence of steel pipe constraining the core concrete on the shear bearing capacity was considered. The calculation formula for the shear bearing capacity of the SIPF beam with perforated steel pipe skeleton was established. The calculation results fit well with the laboratory test and simulation test results and can be used for the design and calculation of engineering structures. Full article
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