applsci-logo

Journal Browser

Journal Browser

Advanced Geomaterials and Reinforced Structures (Second Edition)

A special issue of Applied Sciences (ISSN 2076-3417).

Deadline for manuscript submissions: 20 May 2025 | Viewed by 613

Special Issue Editor


E-Mail Website
Guest Editor
School of Civil Engineering, Central South University, Changsha 410075, China
Interests: soil mechanics; geosynthetics; retaining structure; geotechnical earthquake engineering; hydraulic behaviors
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Geomaterials are a key material, with extensive applications in civil and geological engineering. We are pleased to announce this Special Issue, which mainly focuses on the properties, mechanics, applications, and related reinforced structures of geomaterials in civil engineering.

Topics of interest for this Special Issue include, but are not limited to, the following:

Research on geomaterials, such as soils, clays, aggregates, rock mixtures, geosynthetics, cementitious/mineral materials, and inorganic binders, as well as geotechnical structures, including slopes, tunnels, retaining walls, subgrade, and foundations.

Reinforced and stabilized structures of geomaterials, for example, mixtures of soils with cement, lime, fly ash, polymers, geosynthetics, reinforcement of steel, and composite systems.

Mechanical, hydraulic, and durable performance of geomaterials and related structures under complex loading conditions and service environments.

The first volume of this Special Issue, entitled “Advanced Geomaterials and Reinforced Structures”, attracted great interest from authors and readers alike. Therefore, we intend to continue to study this field by compiling a second volume of this Special Issue.

https://www.mdpi.com/journal/materials/special_issues/7EP9SD6N02

You may choose our Joint Special Issue in Materials.

Prof. Dr. Yuliang Lin
Guest Editor

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Applied Sciences is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2400 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • geomaterials
  • geosynthetics
  • concrete and cementitious materials
  • clay, lime, rock, and mineral materials
  • asphalt binders and mixtures
  • sand and gravel
  • reinforced materials and structures
  • subgrade and retaining structures
  • geotechnical earthquake engineering
  • soil&ndash
  • structure interactions
  • mechanics
  • durability
  • hydraulic behaviors

Benefits of Publishing in a Special Issue

  • Ease of navigation: Grouping papers by topic helps scholars navigate broad scope journals more efficiently.
  • Greater discoverability: Special Issues support the reach and impact of scientific research. Articles in Special Issues are more discoverable and cited more frequently.
  • Expansion of research network: Special Issues facilitate connections among authors, fostering scientific collaborations.
  • External promotion: Articles in Special Issues are often promoted through the journal's social media, increasing their visibility.
  • e-Book format: Special Issues with more than 10 articles can be published as dedicated e-books, ensuring wide and rapid dissemination.

Further information on MDPI's Special Issue policies can be found here.

Published Papers (1 paper)

Order results
Result details
Select all
Export citation of selected articles as:

Research

19 pages, 5011 KiB  
Article
Calculation Method for Settlement Deformation of Existing Tunnel Induced by Underpass Construction
by Lan Cao, Jie Zhang, Jia-Hua Xie, Yu-Liang Lin and Guo-Lin Yang
Appl. Sci. 2025, 15(5), 2430; https://doi.org/10.3390/app15052430 - 24 Feb 2025
Viewed by 395
Abstract
To explore the calculation method of settlement and deformation of existing tunnels induced by excavation, the energy method is adopted to analyze the work done by the existing tunnels with additional loads during excavation and the additional stresses caused by shield cutter thrust, [...] Read more.
To explore the calculation method of settlement and deformation of existing tunnels induced by excavation, the energy method is adopted to analyze the work done by the existing tunnels with additional loads during excavation and the additional stresses caused by shield cutter thrust, shield shell, etc. The study integrates Mindlin’s stress solution and three-dimensional Loganathan’s formula to determine the friction, grouting pressure, and stratum loss. The primary objective of this approach is to identify the settlement and deformation of the existing tunnel. It is envisaged that the deformation of tunnels can be resolved by minimizing the total potential energy of the system. Relying on a new construction project, part of the Macao Sewerage Pipeline, the reasonableness and accuracy of theoretical model are verified by comparing it with the results of on-site monitoring and numerical analysis. Meanwhile, parameter sensitivity analysis is carried out to determine the sensitivity factors, including tunnel depth, diameter, and ground loss rate, on the settlement of existing tunnel, and suggestions for optimization on project are provided. The findings demonstrate the efficacy of the theoretical method in predicting the settlement and deformation of existing tunnels. Furthermore, it is evident that it can mitigate the settlement of existing tunnels by increasing the depth of new tunnels. Additionally, expanding the diameter of excavation is also a significant factor. Conversely, an increase in excavation rate will lead to an enhancement in the loss of ground layer, thereby augmenting the settlement of existing tunnels. It is noteworthy that the diameter of excavation exerts the most substantial influence on the settlement, followed by the rate of loss of ground layer, and to a lesser extent, the depth of the buried tunnel. Full article
(This article belongs to the Special Issue Advanced Geomaterials and Reinforced Structures (Second Edition))
Show Figures

Figure 1

Back to TopTop