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Dynamic Mechanical Behavior and Damage and Fracture Mechanisms of Geotechnical Engineering Materials

A special issue of Materials (ISSN 1996-1944). This special issue belongs to the section "Construction and Building Materials".

Deadline for manuscript submissions: 20 September 2025 | Viewed by 731

Special Issue Editors


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Guest Editor
State Key Laboratory for Tunnel Engineering, China University of Mining & Technology-Beijing, Beijing 100083, China
Interests: mining engineering
School of Water Conservancy and Transportation, Zhengzhou University, Zhengzhou 450001, China
Interests: engineering adverse disaster control; research and development of new grouting materials; reliability assessment
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Guest Editor
State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, China
Interests: numerical computation; disaster early warning; rock-soil interaction; rock mechanics
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

In modern geotechnical engineering, the continuous evolution of engineering construction, operation, and maintenance across terrains with more intricate geological conditions and the pursuit of higher performance standards have placed geotechnical engineering materials at the forefront of a series of formidable challenges. For instance, in seismically active regions, building foundations are required to endure intense vibrations during earthquakes. In mining, rock structures must effectively handle the strong impacts induced by drilling and blasting operations. These real-world engineering situations necessitate that geotechnical materials possess excellent dynamic mechanical properties, along with robust resistance to damage and fracture. Nevertheless, traditional research on geotechnical engineering materials has predominantly centered on static mechanical characteristics, resulting in a relatively limited understanding of their responses under dynamic loading conditions.

Investigating the dynamic mechanical behavior, as well as the damage and fracture mechanisms of geotechnical engineering materials, holds multi-faceted significance. Theoretically, such research can bridge the knowledge void in the dynamic domain of contemporary geotechnical mechanics, refine the theoretical framework of material mechanical properties, and lay a solid theoretical foundation for future research endeavors. From an engineering practice perspective, a precise comprehension of these mechanisms is instrumental in optimizing geotechnical engineering designs. This, in turn, enhances the stability and safety of engineering structures, mitigates the risk of engineering failures, and curtails the need for costly maintenance and reconstruction efforts. Moreover, the research outcomes can serve as a guiding light for the development of novel geotechnical materials, propelling the geotechnical engineering field to progress in a more efficient and secure direction.

This Special Issue aims to cover recent progress and new developments related to the dynamic mechanical behavior and damage and fracture mechanisms of geotechnical engineering materials, including, but not limited to, the following topics:

  1. The mechanical responses of geotechnical materials under dynamic loads such as impact and vibration;
  2. Microscopic and macroscopic analyses of the damage and fracture processes of geotechnical materials;
  3. Models, mechanisms, and criteria of damage and fracture of geotechnical materials subjected to dynamic loads;
  4. The dynamic behavior of new geotechnical engineering materials.

Dr. Xin Cai
Dr. Jianning Liu
Dr. Xueming Du
Dr. Yichao Rui
Guest Editors

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. Materials 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 2600 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

  • geotechnical engineering
  • geotechnical materials
  • dynamic loading
  • dynamic response
  • damage mechanism
  • fracture criteria

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Published Papers (1 paper)

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Research

25 pages, 11202 KiB  
Article
Investigation of Fracture Characteristics and Energy Evolution Laws of Model Tunnels with Different Shapes Subjected to Impact Load
by Fukuan Nie, Xuepeng Zhang, Lei Zhou, Haohan Wang, Jian Hua, Bang Liu and Bo Feng
Materials 2025, 18(4), 889; https://doi.org/10.3390/ma18040889 - 18 Feb 2025
Viewed by 425
Abstract
To investigate dynamic fracture characteristics and failure behavior of different sections of tunnel surrounding rock mass, six kinds of model tunnels were fabricated using green sandstone, and impact tests were performed using a split Hopkinson pressure bar system. The dynamic compressive strength and [...] Read more.
To investigate dynamic fracture characteristics and failure behavior of different sections of tunnel surrounding rock mass, six kinds of model tunnels were fabricated using green sandstone, and impact tests were performed using a split Hopkinson pressure bar system. The dynamic compressive strength and energy change behaviors of samples comprising different-shaped tunnels were assessed, and crack propagation paths were analyzed employing a digital image correlation method. Numerical calculations were carried out using the software LS-DYNA (v. 2021R1), and the dynamic stress concentration factors of different model tunnel samples were determined. The results of the research indicated that the shape of the tunnel affected the dynamic compressive strength. The elliptical tunnel had the smallest percentage of dissipated energy, and the three-centered circular tunnel had the largest percentage of dissipated energy. The maximum tensile stress concentration factor in the model tunnels consistently occurred at the top or bottom; so, the locations of initiation were most commonly at the bottoms and tops of the tunnels. Sample failure resulted from a combination of tensile and shear cracks, with the failure mode being primarily tensile-dominated. Finally, the inverted arch had an obvious alleviating action on the stress concentration phenomenon at the bottom of the three-centered circle. Full article
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