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The Mechanical Properties and Failure Behaviors of Underground Structures
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The Mechanical Properties and Failure Behaviors of Underground Structures

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".

Deadline for manuscript submissions: 31 December 2025 | Viewed by 1765

Special Issue Editors

Dr. Zhenyu Han

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Guest Editor
School of Resources and Safety Engineering, Central South University, Changsha 410017, China
Interests: rock dynamics; DEM simulation; fracture mechanics; induced seismicity
Special Issues, Collections and Topics in MDPI journals
Dr. Xudong Li

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Guest Editor
School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
Interests: dynamic responses of rock engineering; rock excavation with drilling and blasting; numerical modeling in rock blasting
Dr. Shaohua Du

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Guest Editor
School of Civil Engineering, Henan University of Science and Technology, Luoyang 471023, China
Interests: underground space; support technology; geotechnical mechanics; constitutive model; numerical simulation
Dr. Cheng Pan

E-Mail Website
Guest Editor
School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China
Interests: rock dynamics; damage; blasting; tunnels

Special Issue Information

Dear Colleagues,

This Special Issue focuses on the mechanical properties and failure behavior of underground structures, including a variety of facilities such as caverns and tunnels. It investigates how external loads, such as earthquakes and explosions, affect the stability of these structures, analyzing their dynamic responses and failure mechanisms under such conditions. Furthermore, this Special Issue addresses the stress conditions that must be taken into account during the design and construction of underground facilities, as well as effective strategies to improve their stability and safety. Through this collection of research, valuable insights into the mechanical responses of underground structures will be provided, which can also offer guidance for the safe design and construction of underground projects.

We are pleased to invite you to present your research and development outcomes in the form of research articles or reviews covering the following areas:

  1. The analytical and numerical modeling of underground structures;
  2. Experimental studies on underground structure performance;
  3. Design and construction techniques for underground structures;
  4. Case studies of underground structure failures;
  5. The durability and long-term performance of underground structures;
  6. The mechanical responses of rock and concrete in underground structures;
  7. AI in underground structures;
  8. Prediction and support for geohazards affecting underground structures;
  9. Induced seismic activities when collecting geothermal energy and shale gas.

Dr. Zhenyu Han
Dr. Xudong Li
Dr. Shaohua Du
Dr. Cheng Pan
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. Buildings 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

  • underground structures
  • dynamic disturbance
  • induced seismic activities
  • supports
  • case studies
  • geohazards

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

Published Papers (2 papers)

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Research

27 pages, 56077 KiB  
Article
A Deformation-Based Peridynamic Model: Theory and Application
by Bipin Adhikari, Diyuan Li and Zhenyu Han
Buildings 2025, 15(11), 1931; https://doi.org/10.3390/buildings15111931 - 3 Jun 2025
Viewed by 360
Abstract
This study presents a peridynamic model formulated using the micromodulus function and bond deformation. The model is derived by establishing energy equivalence between a modified virtual internal bond (VIB) and a peridynamic bond. To address surface effects in peridynamics, a stress-based correction method [...] Read more.
This study presents a peridynamic model formulated using the micromodulus function and bond deformation. The model is derived by establishing energy equivalence between a modified virtual internal bond (VIB) and a peridynamic bond. To address surface effects in peridynamics, a stress-based correction method utilizing nodal stress is introduced, enhancing the model’s numerical accuracy. The model was implemented using an in-house Cython code and validated through the following numerical examples: a plate under traction, a plate with a hole under displacement boundary conditions, a uniaxial compression test on granite with a deformation-based mixed-mode bond failure criterion, and a comparison with an existing strain-based peridynamic model. For the plate under traction, the deformation-based method performed similarly to the strain-based model in the loading direction and better in the unloaded direction. The stress concentration obtained from the proposed model (240 MPa) near the hole in the rectangular plate simulation differed from FEM (252 MPa) by 4.7%. The granite test predicted a UCS of 111.88 MPa and a Young’s modulus of 20.67 GPa, with errors of 0.1% and 1.57%, respectively, compared to the experimental data. Full article
(This article belongs to the Special Issue The Mechanical Properties and Failure Behaviors of Underground Structures)
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21 pages, 13864 KiB  
Article
Fracture Process of Rock Containing a Hole Before and After Reinforcement: Experimental Test and Numerical Simulation
by Linhai Zeng, Futian Zhang, Daobing Zhang, Jiahua Zhang and Huadong Yin
Buildings 2024, 14(12), 3864; https://doi.org/10.3390/buildings14123864 - 30 Nov 2024
Viewed by 990
Abstract
A deeper understanding of the fracture evolution of hole-containing rocks is helpful for predicting the fracture of engineering rock mass. Based on this, uniaxial compression tests and two-dimensional numerical tests were conducted on red sandstone containing three different shapes of holes before and [...] Read more.
A deeper understanding of the fracture evolution of hole-containing rocks is helpful for predicting the fracture of engineering rock mass. Based on this, uniaxial compression tests and two-dimensional numerical tests were conducted on red sandstone containing three different shapes of holes before and after reinforcement. The mechanical properties, stress field evolution, and AE energy and AE events during the sample fracture process were studied. The conclusions are that: (1) The reinforced specimens exhibited a significant increase in Young’s modulus and strength compared to the unreinforced specimens (containing a semicircular arch hole). (2) The sample always cracks from the loaded axial direction of the hole, presenting as tensile cracks. Subsequently, stress concentration at the corners of the hole results in shear cracks. Finally, the cracks gradually expand and merge with the holes; there are obvious macroscopic cracks and fracture surfaces on the sample surface, which proves that the sample has been fractured. (3) The reinforcement of the hole-containing sandstone can effectively inhibit the expansion of cracks in the rock. (4) When the stress on the specimen is less than its peak stress, the accumulation of the AE energy and AE events in the reinforced sample are greater than those in the unreinforced sample. The specimen experiences more intense compression-induced fracturing and has a stronger load-bearing capacity. Full article
(This article belongs to the Special Issue The Mechanical Properties and Failure Behaviors of Underground Structures)
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