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166 Results Found

  • Article
  • Open Access
1 Citations
2,115 Views
31 Pages

Root Cause Analysis of a Collapse in a Hydropower Tunnel

  • Paul Schlotfeldt,
  • Joe Carvalho and
  • Brad Panton

30 January 2025

This paper describes the investigation and findings from the root cause analysis (RCA) of a significant collapse that occurred in a hydropower tunnel at a confidential location. This collapse involved about 12,000 m3 of material being deposited in th...

  • Article
  • Open Access
3 Citations
1,793 Views
18 Pages

More complex geological conditions could be encountered with the construction of urban subway projects. At present, many subway tunnels have been built in composite strata with upper soft and lower hard layers, but the presence of a cavity in the str...

  • Article
  • Open Access
14 Citations
4,207 Views
15 Pages

Analysis of Collapse Mechanism and Treatment Evaluation of a Deeply Buried Hard Rock Tunnel

  • Shifan Qiao,
  • Ziyong Cai,
  • Junkun Tan,
  • Ping Xu and
  • Yonggang Zhang

23 June 2020

Collapse is one of the most dangerous geological disasters in tunnel construction, and it is an urgent engineering problem which needs to be solved. Taking the collapse of the top of an actual tunnel face as an example, through field investigation an...

  • Article
  • Open Access
15 Citations
4,012 Views
22 Pages

24 December 2021

To address the problem of the collapse of the roof of the Bailuyuan tunnel during construction, the causes of collapse were analyzed, targeted treatment measures were proposed, and the effects of the treatment measures were evaluated through on-site...

  • Article
  • Open Access
1,639 Views
14 Pages

Impact of Evaluation of Freeze–Thaw Cycles on Collapse Zone at Entrance and Exit of Loess Tunnel

  • Weishi Bai,
  • Rongjian Li,
  • Rongjin Li,
  • Xin Zou,
  • Guoqiang Lin and
  • Xuemeng Zhao

30 May 2023

The entrance and exit of loess tunnel are easily affected by freezing and thawing, which leads to collapse in cold regions. Based on the slip line network method, this paper proposed a graphical method and analyzed the impact of evaluation of freeze&...

  • Article
  • Open Access
12 Citations
6,992 Views
17 Pages

12 August 2022

Rainfall is a crucial issue affecting the entrance slope stability of mountain tunnels, as it decreases the shearing strength of soil and reduces the stability of tunnel entrance. This paper presents a case history of the collapse failure of a tunnel...

  • Article
  • Open Access
5 Citations
3,239 Views
21 Pages

Prediction of the Tunnel Collapse Probability Using SVR-Based Monte Carlo Simulation: A Case Study

  • Guowang Meng,
  • Hongle Li,
  • Bo Wu,
  • Guangyang Liu,
  • Huazheng Ye and
  • Yiming Zuo

24 April 2023

Collapse is one of the most significant geological hazards in mountain tunnel construction, and it is crucial to accurately predict the collapse probability. By introducing the reliability theory, this paper proposes a calculation method for the coll...

  • Article
  • Open Access
7 Citations
2,918 Views
19 Pages

1 May 2023

Collapse is the main engineering disaster in tunnel construction when using the drilling and blasting method, and risk assessment is one of the important means to significantly reduce engineering disasters. Aiming at the problems of random decision-m...

  • Article
  • Open Access
5 Citations
2,938 Views
20 Pages

5 August 2024

Recent rapid urbanization has led to an increase in tunnel construction, escalating the prevalence of ground collapses. Ground collapses, characterized by large deformation and strain-softening, pose a significant challenge for classical numerical th...

  • Article
  • Open Access
6 Citations
2,484 Views
17 Pages

20 January 2022

In the process of transportation system construction, the tunnel is always an indispensable part of the traffic network due to terrain constraints. A collapse of the tunnel under construction may give rise to a potential for significant damage to the...

  • Article
  • Open Access
7 Citations
1,968 Views
20 Pages

Numerical Simulation on the Leakage-Induced Collapse of Segmental Tunnels

  • Qihao Sun,
  • Xian Liu,
  • Wouter De Corte and
  • Luc Taerwe

29 April 2024

Sudden leakage during tunnel construction poses a great threat to the safety of the tunnel. There are relatively few studies on the mechanism of structural collapse induced by tunnel leakage, so it is difficult to propose effective control measures....

  • Article
  • Open Access
10 Citations
3,410 Views
18 Pages

11 July 2019

Tunnels commonly pass through inclined rock stratum, but research on the collapse of the rock surrounding the tunnels in inclined rock strata is currently underdeveloped. The purpose of this study was to predict the progressive asymmetrical collapse...

  • Article
  • Open Access
3 Citations
2,340 Views
13 Pages

14 December 2022

Under the influence of coal mining, the gravel in mining tunnel sections of a fault fracture zone is prone to collapse, and the collapse accumulation body will block the tunnel, which has a very adverse influence on the safety production of coal mini...

  • Article
  • Open Access
18 Citations
1,639 Views
15 Pages

13 June 2024

In view of the problem that mountain tunnel construction is prone to collapse risk and disaster accidents, this paper proposes a fuzzy comprehensive evaluation method based on CRITIC and D-AHP combined weighting, which can effectively improve the acc...

  • Article
  • Open Access
5 Citations
2,669 Views
18 Pages

26 January 2023

The deformation control effect of loess tunnel composite foundation plays an important role in optimization design and reinforcement effect evaluation. Systematically evaluate the adaptability of the composite foundation of jet grouting pile in shall...

  • Article
  • Open Access
7 Citations
2,413 Views
17 Pages

26 January 2023

The development of cities often involves the construction of new tunnels buried underneath densely distributed existing structures. When tunnels experience complicated and difficult conditions, coupling failure mechanisms often develop, in which the...

  • Article
  • Open Access
311 Views
25 Pages

Collapse Risk Assessment for Tunnel Entrance Construction in Weak Surrounding Rock Based on the WOA–XGBOOST Method and a Game Theory-Informed Combined Cloud Model

  • Weiqiang Zheng,
  • Bo Wu,
  • Shixiang Xu,
  • Ximao Chen,
  • Yongping Ye,
  • Yongming Liu,
  • Zhongsi Dou,
  • Cong Liu,
  • Yuxuan Zhu and
  • Zhiping Li

16 December 2025

In order to reduce the risk of collapse disasters during tunnel construction in mountainous areas and to make full use of the available data, a collapse risk assessment model for highway tunnel construction was established based on the WOA–XGBO...

  • Article
  • Open Access
4 Citations
2,776 Views
18 Pages

27 February 2024

In gripper tunnel boring machine (TBM) tunneling through complex geological formations, the safe and efficient recovery from large-scale collapses remains a formidable challenge. In this study, we investigate the causes of a 1246 m3 collapse that occ...

  • Article
  • Open Access
8 Citations
2,728 Views
36 Pages

1 November 2023

The Bolu tunnel is located between the Istanbul-Ankara Highway and its construction took approximately 13 years. Since the beginning of the tunnel excavation, serious deformations and stability problems have been encountered. The basis of the problem...

  • Article
  • Open Access
33 Citations
10,870 Views
27 Pages

6 February 2020

The T3 railway tunnel—under construction within the scope of the Bursa-Yenişehir high-speed train project—is located in northwestern Turkey and has a length of 1250 m. The tunnel is being constructed entirely in silty clay/clayey silt, sa...

  • Article
  • Open Access
23 Citations
3,721 Views
23 Pages

A Finite Element Method Integrated with Terzaghi’s Principle to Estimate Settlement of a Building Due to Tunnel Construction

  • César A. Rodríguez,
  • Ángel M. Rodríguez-Pérez,
  • Raúl López,
  • José Antonio Hernández-Torres and
  • Julio J. Caparrós-Mancera

This study presents the application of the finite element method integrated with Terzaghi’s principle. The definition of a model in oedometric or confinement conditions for settlement estimation of a building after the construction of a tunnel,...

  • Article
  • Open Access
1 Citations
1,975 Views
24 Pages

18 May 2023

Two ground deformation modes, i.e., the arching mode and collapsing mode, may be caused by tunnel excavation. However, the development of the ground deformation corresponding to the two modes is unclear. A piece of a model test facility is designed t...

  • Article
  • Open Access
3 Citations
2,227 Views
18 Pages

Research on Collapse Risk Assessment of Karst Tunnels Based on BN Self-Learning

  • Jinglai Sun,
  • Yan Wang,
  • Xu Wu,
  • Xinling Wang,
  • Hui Fang and
  • Yue Su

The high risk of collapse is a key issue affecting the construction safety of karst tunnels. A risk assessment method for karst tunnel collapse based on data-driven Bayesian Network (BN) self-learning is proposed in this study. The finite element cal...

  • Article
  • Open Access
3 Citations
2,321 Views
21 Pages

22 July 2023

Previous studies have analyzed the damage of tunnels and slopes as a single entity, ignoring the interaction effect between the tunnels and slopes, which will have an impact on the accuracy of the damage mechanism and the safety of the treatment meas...

  • Article
  • Open Access
17 Citations
4,829 Views
14 Pages

Seismic Damage Analysis of Box Metro Tunnels Accounting for Aspect Ratio and Shear Failure

  • Duy-Duan Nguyen,
  • Tae-Hyung Lee,
  • Van-Quang Nguyen and
  • Duhee Park

7 August 2019

We performed a series of inelastic frame analyses for single, double, and triple reinforced concrete box tunnels to investigate their unique damage mechanisms. We focused our interest on the influence of the aspect ratio of box tunnels and the occurr...

  • Article
  • Open Access
1 Citations
1,005 Views
18 Pages

Subway tunnels excavated in soil–rock composite strata face great challenges due to the prevalence of inner defects. The instability of tunnels in these strata poses significant risks to construction safety. In this paper, indoor experiments ar...

  • Article
  • Open Access
3 Citations
1,160 Views
14 Pages

28 August 2024

Based on the nonlinear failure criterion and modified tangential technique, the upper bound solutions of the critical supporting pressure on the deep tunnel face were obtained under pore water pressure conditions. The influence of parameters on the c...

  • Article
  • Open Access
3 Citations
2,488 Views
16 Pages

A Multi-Layer Blowout Model for the Tunneling Face Stability Analysis

  • Minh-Ngan Vu,
  • Minh-Ngoc Vu,
  • Duc-Tho Pham,
  • Tuan Nguyen-Sy,
  • Quoc-Bao Nguyen and
  • Viet-Duc Dang

The stability of the tunnel face during tunneling is one of the major criteria for the design and construction of the tunnel. Collapse and blowout are two modes of tunnel face failure during the excavation. The cover-to-diameter ratio is one of the m...

  • Article
  • Open Access
3 Citations
2,222 Views
12 Pages

5 August 2022

The factors leading to the collapse of tunnel face are diverse, and there is an interaction relationship between multiple influencing factors at the physical and mechanical level. By analyzing the coupling relationship between the factors affecting t...

  • Article
  • Open Access
28 Citations
4,486 Views
14 Pages

25 December 2019

Three-bench seven-step excavation method (TSEM) has been widely used in large-section loess tunnels for high-speed railway in China. As the most commonly applied pre-supports, pipe roofs and leading ductules are broadly used in the ground reinforceme...

  • Article
  • Open Access
9 Citations
6,558 Views
20 Pages

Interaction of Segmental Tunnel Linings and Dip-Slip Faults—Tabriz Subway Tunnels

  • Asma Ramesh,
  • Alireza Rashiddel,
  • Mohsen Hajihassani,
  • Daniel Dias and
  • Majid Kiani

4 July 2023

In some subsurface urban development projects, bedrock faults intersecting with the tunnel path are inevitable. Due to the high costs of urban tunnel projects, it is necessary to study the behavior of such concrete structures under fault movement ris...

  • Article
  • Open Access
1 Citations
1,619 Views
18 Pages

Considering the shortcomings of the current monitoring system for tunnel anchor support systems, a tunnel anchor monitoring system based on LSTM-ARIMA prediction is proposed in this paper to prevent the deformation and collapse accidents that may occ...

  • Article
  • Open Access
459 Views
20 Pages

18 December 2025

Karst ground collapses triggered by groundwater fluctuations pose a significant threat to the safety and stability of tunnel engineering. In this study, taking the Yakouzai Tunnel as a case, a combination of physical model tests and numerical simulat...

  • Article
  • Open Access
6 Citations
3,175 Views
19 Pages

Case Study and Risk Assessment of Water Inrush Disaster in Qingdao Metro Line 4

  • Yongjun Zhang,
  • Weiguo Zhang,
  • Huangshuai Xia,
  • Bin Gong,
  • Fei Liu,
  • Jiahui Zhang and
  • Kai Liu

7 March 2023

Water inrush is one of the most frequent and catastrophic hazards in tunnel engineering, and poses serious threats to the safety of engineering and personnel. This paper presents a case study of a water inrush and ground collapse in the Qingdao Metro...

  • Technical Note
  • Open Access
7 Citations
3,219 Views
12 Pages

27 June 2022

The distribution characteristics of the temperature below ceilings in curved tunnel fires have not been quantitatively studied. A small-scale tunnel was constructed in this work to study the maximum temperature and longitudinal attenuation of the tem...

  • Article
  • Open Access
4 Citations
1,597 Views
21 Pages

Mechanical Response Law and Parameter Influence Analysis of Karst Tunnel Dynamic Excavation

  • Gang Han,
  • Penghui Xue,
  • Yanyan Wang,
  • Xian Li,
  • Hanbing Bian,
  • Yixian Wang and
  • Panpan Guo

17 August 2023

To ensure the stability of the tunnel structure, this paper simulates the excavation process of shield tunneling in karst areas, and monitors the top of the arch, the bottom of the arch and the waist of the arch within the influence of the cave. It o...

  • Article
  • Open Access
12 Citations
4,793 Views
23 Pages

In tunnel excavation with boring machines, the tunnel face is supported to avoid collapse and minimise settlement. This article proposes the use of reinforcement learning, specifically the deep Q-network algorithm, to predict the face support pressur...

  • Review
  • Open Access
19 Citations
6,859 Views
24 Pages

20 February 2024

With the advent of the era of big data and information technology, deep learning (DL) has become a hot trend in the research field of artificial intelligence (AI). The use of deep learning methods for parameter inversion, disease identification, dete...

  • Article
  • Open Access
2 Citations
2,023 Views
15 Pages

19 November 2024

Blasting is a widely employed technique for tunnel construction in mountainous regions; however, it often causes damage to the surrounding rock mass, particularly in fault fracture zones, which can lead to hazards such as rockfalls and collapses. Thi...

  • Article
  • Open Access
7 Citations
4,074 Views
35 Pages

Analytical Approach to Sampling Estimation of Underwater Tunnels Using Mechanical Profiling Sonars

  • Vitor Augusto Machado Jorge,
  • Pedro Daniel de Cerqueira Gava,
  • Juan Ramon Belchior de França Silva,
  • Thais Machado Mancilha,
  • Waldir Vieira,
  • Geraldo José Adabo and
  • Cairo Lúcio Nascimento

9 March 2021

Hydroelectric power plants often make use of tunnels to redirect the flow of water to the plant power house. Such tunnels are often flooded and can span considerable distances. Periodical inspections of such tunnels are highly desirable since a tunne...

  • Article
  • Open Access
1 Citations
1,138 Views
26 Pages

11 February 2025

Tunnel excavation in water-rich and saturated loess layers often encounters a series of engineering disasters, including surface settlement, large deformations of surrounding rock, collapses, water inrushes, mud inrushes, and lining cracks. This pape...

  • Article
  • Open Access
5 Citations
2,706 Views
18 Pages

Application of Specific Energy in Evaluation of Geological Conditions Ahead of Tunnel Face

  • Jiankang Liu,
  • Osamu Sakaguchi,
  • Sodai Ishizu,
  • Hengjie Luan,
  • Wei Han and
  • Yujing Jiang

18 February 2020

In underground construction, especially tunnel building, a detailed knowledge of the geological conditions ahead of the tunnel face is essential for both safety and efficiency of work. Many tunnel collapses have been reported to occur because of a la...

  • Article
  • Open Access
1,591 Views
11 Pages

14 October 2024

In the field of tunnels, the stability of tunnel faces is generally considered in dry, saturated and homogeneous soils. However, the actual condition of some soils has been found to be inhomogeneous, with unsaturated seepage. In this paper, an analyt...

  • Article
  • Open Access
559 Views
27 Pages

5 November 2025

Tunnels excavated in weak ground can develop problems due to squeezing phenomena. This situation is much more critical in large-diameter and double-tube tunnels. The effects of the tubes on each other are also important. The NATM (New Austrian Tunnel...

  • Article
  • Open Access
2 Citations
2,094 Views
20 Pages

26 February 2024

Tunnels excavated in a combination of hard and soft rock strata with high ground stress are prone to large deformations, collapse, and other disasters. The Yongfeng Tunnel, a reconstruction and expansion of the G544 line, suffered severe high ground...

  • Article
  • Open Access
2 Citations
2,259 Views
15 Pages

15 June 2021

The horizontal displacement of the soil at the face of the subway tunnel is symmetrically distributed along the central axis of the tunnel, which is larger in the middle and smaller at both sides. The displacement is related to the size of the excava...

  • Article
  • Open Access
9 Citations
3,068 Views
14 Pages

23 September 2022

In this paper, a practical project of subway tunnel lining demolition via blasting for the construction of a subway station under the action of the blasting load and the weight of collapsed rock mass was proposed. The tunnel overbreak and underbreak...

  • Article
  • Open Access
8 Citations
4,593 Views
15 Pages

15 March 2023

In fracture zones, tunneling with a double-shield Tunnel Boring Machine (TBM) presents significant challenges, including deformation overrun of the surrounding rock, TBM jamming, and excavation face collapse. To assure the tunnel construction safety...

  • Article
  • Open Access
1,405 Views
14 Pages

Influence of a Frame Structure Building Demolition on an Adjacent Subway Tunnel: Monitoring and Analysis

  • Wei Wang,
  • Xianqi Xie,
  • Fang Yuan,
  • Peng Luo,
  • Yue Wu,
  • Changbang Liu and
  • Senlin Nie

14 December 2024

In a complex urban environment, the impact of building demolitions by blasting on the structural integrity of nearby metro tunnels is critical. This study systematically analyzed the blasting and demolition process of a building adjacent to a metro t...

  • Article
  • Open Access
16 Citations
3,601 Views
16 Pages

13 November 2023

Tunnel cracks are the main factors that cause damage and collapse of tunnel structures. How to detect tunnel cracks efficiently and avoid safety accidents caused by tunnel cracks effectively is a research hotspot at present. In order to meet the need...

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