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487 Results Found

  • Article
  • Open Access
522 Views
33 Pages

19 November 2025

With the comprehensive implementation of the “Belt and Road” initiative and the Western Development Strategy, the scale of tunnel construction has been continuously expanding, with many tunnels being built in high ground stress and fractu...

  • Article
  • Open Access
20 Citations
5,377 Views
17 Pages

5 September 2019

This paper presents new correlations for estimating the surrounding rock pressure of symmetrically shaped tunnels based on a symmetrical numerical model. Surrounding rock pressure is defined as the load acting on the support structure due to the defo...

  • Article
  • Open Access
12 Citations
2,957 Views
16 Pages

Study on the Surrounding Rock Pressure Characteristics of Loess Tunnel Based on Statistical Analysis in China

  • Zhao Hu,
  • Jianwei Zhang,
  • Yongtai Yang,
  • Zhichao Wang,
  • Yongli Xie,
  • Junling Qiu,
  • Siyue He and
  • Xiuling Wang

21 June 2022

A method of load calculation in a tunnel was adopted in consideration of the state of covering depth. Due to the macropore characteristics of loess soil, the existing demarcation regulations of deep and shallow tunnels are inappropriate for large-sec...

  • Article
  • Open Access
4 Citations
1,037 Views
14 Pages

Failure Mode of Deep-Buried Rectangular Chamber and Upper Bound Solution of Surrounding Rock Pressure

  • Daobing Zhang,
  • Linhai Zeng,
  • Zhilin Lv,
  • Xiaochuan Yu,
  • Chang Liu,
  • Anming Jiang,
  • Xianyong Jiang,
  • Qi Li and
  • Yongxiang Yang

28 December 2024

In order to obtain more reasonable failure modes and more precise surrounding rock pressures of deep-buried underground rectangular chambers, the failure mode of a “wedge-shaped collapse body + arc rotator + logarithmic spiral rotator” de...

  • Article
  • Open Access
479 Views
17 Pages

13 October 2025

The pressure arch effect limits the influence range of excavation on the surrounding rock, reduces the geological pressure on underground structures, and serves as an important indicator for evaluating the stability of underground engineering. By acc...

  • Article
  • Open Access
2 Citations
1,338 Views
25 Pages

17 January 2025

Research on the calculation method of deep-buried surrounding rock pressure is an important subject in engineering mathematics. The existing calculation methods are mainly the two-hole closely spaced tunnel, double-arch tunnel, three-hole closely spa...

  • Article
  • Open Access
8 Citations
1,981 Views
14 Pages

7 December 2022

Improving coal resource mining rates has long been a focus of coal industry research. The gob-side entry retaining by roof cutting (GERRC) is a new coal mining technology that has gained popularity in China due to its high mining rate and safety. Bas...

  • Article
  • Open Access
9 Citations
1,945 Views
24 Pages

Stability Control Technology for Surrounding Rocks in Gob-Side Entry Driving with Small Coal Pillars under Dynamic Pressure

  • Shihao Guo,
  • Shanchao Hu,
  • Junhong Huang,
  • Zhihao Gao,
  • Yafei Cheng,
  • Jinming Han and
  • Lei Yang

2 December 2023

To address the support difficulties caused by the dynamic pressure from the adjacent working face in gob-side entry driving, this study, taking the 8103 working face of the Jinhuagong Coal Mine in Shanxi Province as an example, adopted methods such a...

  • Article
  • Open Access
7 Citations
1,538 Views
23 Pages

Research on the Failure Mechanism of Surrounding Rock in a Dynamic Pressure Roadway and Active and Passive Coordinated Support Technology

  • Renliang Shan,
  • Yonghui Wei,
  • Chunhe Wang,
  • Zhaolong Li,
  • Yongzhen Li,
  • Dong Liu and
  • Xinpeng Zhao

23 February 2024

To study the phenomenon of large deformation and the failure of roadways under dynamic pressure, this paper takes the 10607 gas drainage roadway as the research object and presents the results of a theoretical derivation of equations for the boundary...

  • Article
  • Open Access
3 Citations
2,268 Views
21 Pages

Calculation Method of Loose Pressure in Surrounding Rock Mass

  • Hongjie Gao,
  • Weibin Ma,
  • Wenhao Zou,
  • Jinlong Zhang,
  • Xinyu Li and
  • Jiaqiang Han

22 May 2023

With the implementation of the regional coordinated development strategy, traffic flow has grown explosively. The construction of a larger tunnel section becomes an effective way to solve the highway network’s insufficient transport capability...

  • Article
  • Open Access
1,830 Views
21 Pages

5 September 2025

In the context where the surrounding rock of deep coal mine roadways is in a complex mechanical environment of “three highs and one disturbance”, mining disturbances are prone to cause instability and damage to the roadways, and the sever...

  • Article
  • Open Access
56 Citations
3,671 Views
15 Pages

29 March 2019

Providing support for deep soft rock roadways under dynamic pressure is a major technical challenge. In this study, the distribution characteristics of surrounding rock-bearing structure of such roadways were systematically examined using theoretical...

  • Article
  • Open Access
4 Citations
3,333 Views
25 Pages

Hydraulic Transient Impact on Surrounding Rock Mass of Unlined Pressure Tunnels

  • Sanyam Ghimire,
  • Krishna Kanta Panthi and
  • Kaspar Vereide

8 November 2023

The frequent pressure pulsations due to hydraulic transients in hydropower plants induce cyclic loading on the rock mass that may contribute to increased instances of block falls and increased risk of tunnel collapse over the power plant lifetime. Th...

  • Article
  • Open Access
20 Citations
3,047 Views
18 Pages

27 January 2022

The application of roof-cutting and pressure-relief gob-side entry retention plays a critical role in controlling the stability of the surrounding rock at the entry, easing continuity tension and improving resource recovery ratio. The excavation of t...

  • Article
  • Open Access
4 Citations
1,610 Views
22 Pages

Research on J2 Evolution Law and Control under the Condition of Internal Pressure Relief in Surrounding Rock of Deep Roadway

  • Dongdong Chen,
  • Zhiqiang Wang,
  • Zaisheng Jiang,
  • Shengrong Xie,
  • Zijian Li,
  • Qiucheng Ye and
  • Jingkun Zhu

28 June 2023

In order to solve the support problem of deep soft crushed coal roadway, a concentrated cavern in a mining station of a mine is taken as the test object. Based on the analysis and summary of the field observation data and the law of rock pressure app...

  • Article
  • Open Access
11 Citations
2,342 Views
23 Pages

Stabilization of Rock Roadway under Obliquely Straddle Working Face

  • Peng Wang,
  • Nong Zhang,
  • Jiaguang Kan,
  • Bin Wang and
  • Xingliang Xu

13 September 2021

A floor rock roadway under an oblique straddle working face is a typical dynamic pressure roadway. Under the complex disturbance of excavation engineering works, the roadway often undergoes stress concentration and severe deformation and damage. To s...

  • Article
  • Open Access
14 Citations
2,326 Views
23 Pages

Analysis of Surrounding Rock Control Technology and Its Application on a Dynamic Pressure Roadway in a Thick Coal Seam

  • Jian Hao,
  • Anfa Chen,
  • Xuelong Li,
  • Hua Bian,
  • Guanghua Zhou,
  • Zhenguo Wu,
  • Linjun Peng and
  • Jianquan Tang

29 November 2022

The deformation control of roadways surrounded by rock in the fully mechanized amplification sections of extra-thick coal seams is problematic. To analyze the failure and failure characteristics of a support frame, as well as the deformation and fail...

  • Article
  • Open Access
2 Citations
2,098 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
4 Citations
2,645 Views
15 Pages

24 February 2023

Traditional cement-based grouting materials have good reinforcement and anti-seepage effects on the surrounding rock under normal conditions, but the grouting effect is not ideal due to problems such as a long setting time, a low stone ratio, and poo...

  • Article
  • Open Access
756 Views
18 Pages

Upper Bound Solution for Stability Analysis of Deep Underground Cavities Under the Influence of Varying Saturation

  • Shaoxiang Xie,
  • Daobing Zhang,
  • Jiahua Zhang,
  • Biao Zhang,
  • Huadong Yin,
  • Anmin Jiang and
  • Qi Li

24 August 2025

In order to study the influence of rock mechanical behavior under different saturation conditions on the stability of deep caverns, this paper establishes a mechanical model for bottom drum failure in deep chambers based on Pratt’s pressure arc...

  • Article
  • Open Access
9 Citations
1,995 Views
26 Pages

New Technology of Pressure Relief Control in Soft Coal Roadways with Deep, Violent Mining and Large Deformation: A Key Study

  • Shengrong Xie,
  • Hui Li,
  • Dongdong Chen,
  • Shaohua Feng,
  • Xiang Ma,
  • Zaisheng Jiang and
  • Junqi Cui

5 December 2022

Previous studies have shown that the influence of deep dynamic pressure on the surrounding rock control of a coal roadway is one of the difficulties in mine roadway support. Based on the investigation of the headgate 11231 in a coal mine, this study...

  • Article
  • Open Access
2 Citations
2,106 Views
12 Pages

15 December 2022

Underground gas storage is an important technical measure for future natural gas storage. The stability of the surrounding rock during excavation and under ultra-high gas storage pressure is the key to the stable operation of gas storage reservoirs....

  • Article
  • Open Access
2 Citations
2,016 Views
20 Pages

Deformation and Stress of Rock Masses Surrounding a Tunnel Shaft Considering Seepage and Hard Brittleness Damage

  • Zhenping Zhao,
  • Jianxun Chen,
  • Tengfei Fang,
  • Weiwei Liu,
  • Yanbin Luo,
  • Chuanwu Wang,
  • Jialiang Dong,
  • Jian Li,
  • Heqi Wang and
  • Dengxia Huang

26 September 2024

The mechanical and deformation behaviors of the surrounding rock play a crucial role in the structural safety and stability of tunnel shafts. During drilling and blasting construction, seepage failure and hard brittleness damage of the surrounding ro...

  • Article
  • Open Access
3 Citations
1,000 Views
16 Pages

Nonlinear Stability Analysis of Shallow-Buried Bias Tunnel Based on Failure Mode Improvement

  • Wei Luo,
  • Gequan Xiao,
  • Zhi Tao,
  • Jingyu Chen,
  • Xi Lu and
  • Haifeng Wang

14 March 2025

Based on the improvement of the Karl Terzaghi failure mode for calculating the surrounding rock pressure of loose rock mass, combined with the upper bound theorem of limit analysis, the formula for calculating the surrounding rock pressure of shallow...

  • Article
  • Open Access
9 Citations
2,237 Views
17 Pages

15 February 2023

Drilling to relieve pressure is a simple and efficient solution to prevent impact ground pressure for the engineering problem of the high risk of impact on the surrounding rock of high stress roads, and choosing suitable drilling parameters is the ke...

  • Article
  • Open Access
12 Citations
1,665 Views
21 Pages

23 September 2023

According to field observation and theoretical analysis, the failure of the 1523103 reserved roadway is mainly affected by the lateral support pressure, rock mass strength, and support mode. With the mining of the 152309 working face, the lateral pre...

  • Article
  • Open Access
1 Citations
1,001 Views
21 Pages

25 April 2025

In deeply buried, small-clearance tunnels, the failure of the surrounding rock is profoundly influenced by the superposition of stresses and the cumulative disturbance effects from multiple blasting events. Consequently, the failure characteristics a...

  • Article
  • Open Access
9 Citations
1,697 Views
22 Pages

14 November 2022

The problem of asymmetric large deformation of surrounding rock of heading roadways is prominent due to the superposition of mining stress in the mining intersection area. Therefore, on the basis of the background of 18,106 tailentry in the Xiegou Co...

  • Article
  • Open Access
34 Citations
3,750 Views
14 Pages

Stability Control of Deep Coal Roadway under the Pressure Relief Effect of Adjacent Roadway with Large Deformation: A Case Study

  • Houqiang Yang,
  • Nong Zhang,
  • Changliang Han,
  • Changlun Sun,
  • Guanghui Song,
  • Yuantian Sun and
  • Kai Sun

15 April 2021

High-efficiency maintenance and control of the deep coal roadway surrounding rock stability is a reliable guarantee for sustainable development of a coal mine. However, it is difficult to control the stability of a roadway that locates near a roadway...

  • Article
  • Open Access
193 Views
19 Pages

1 January 2026

Conventional drilling pressure relief technology destroys the rock integrity of the roadway-surrounding rock and support system in the anchorage area of surrounding rock at the same time as roadway pressure relief. To overcome the incompatibility bet...

  • Article
  • Open Access
1 Citations
1,330 Views
12 Pages

Study on Characteristics of Front Abutment Pressure and Rational Stop-Mining Coal Pillar Width in Large Height Working Face

  • Wei Yu,
  • Gangwei Fan,
  • Dongsheng Zhang,
  • Wenhao Guo,
  • Wenhui Zhang,
  • Shizhong Zhang and
  • Zhanglei Fan

7 June 2024

The width of a stop-mining coal pillar is of great significance to the stability of the surrounding rock of the main roadway and the safety of production in the mine. This paper focuses on the west panel of Sihe Coal Mine as the engineering backgroun...

  • Article
  • Open Access
11 Citations
3,086 Views
18 Pages

2 October 2019

The calculation of load and surrounding rock pressure of extra-large-section tunnels serves as an important premise for the design and construction of tunnel projects with extra-large sections. Based on the large-span section of the Shenzhen Liantang...

  • Article
  • Open Access
3 Citations
1,244 Views
18 Pages

9 November 2024

Aiming to maintain the stability of the mining roadway and the next working-face roadway in the goaf side of a coal mine, a systematic study was carried out, through theoretical analysis, numerical simulation, field case analysis, and other methods,...

  • Article
  • Open Access
1 Citations
980 Views
25 Pages

10 February 2025

The mining of the working face has a pronounced influence on the floor roadway, resulting in the intensification of deformation of the surrounding rock of the roadway and posing a threat to production safety. To clarify the failure mechanism of the s...

  • Article
  • Open Access
723 Views
20 Pages

29 June 2025

To elucidate evolutionary characteristics of the surrounding rock failure mechanism in a double-roadway layout, this work is grounded on in the research context of the Jinjitan Coal Mine, focusing on the deformation and failure mechanisms of double r...

  • Article
  • Open Access
4 Citations
2,136 Views
20 Pages

23 September 2022

This paper proposes to study the stability of underground chambers while taking into account the nonlinear characteristics of geotechnical materials and pore water. According to the upper bound theorem of nonlinear limit analysis and the reliability...

  • Article
  • Open Access
1,030 Views
26 Pages

3 December 2024

The vibration waves generated by pressure fluctuations can substantially impair and jeopardize the structural integrity of roadway anchorage within adjacent rock formations, thereby presenting a significant risk to the safety and operational efficien...

  • Article
  • Open Access
5 Citations
1,868 Views
16 Pages

9 December 2022

Many problems exist in the layout of working surfaces in high-gas mines, such as the low efficiency of roadway excavation, difficulties in maintenance after excavation, and serious resource wastes due to difficulties in recovering coal pillars betwee...

  • Article
  • Open Access
1 Citations
695 Views
25 Pages

Tunnels beneath reservoirs are prone to significant geohazards, such as water and mud surges during excavation. To mitigate construction risks during the excavation of the Dajianshan Tunnel, a three-dimensional refined numerical model was developed....

  • Article
  • Open Access
5 Citations
1,994 Views
21 Pages

Instability Mechanism, Pressure Relief, and Long Anchorage Control Countermeasures for Surrounding Rock of Strong Mining Roadway at Large Mining Height Working Face

  • Deyu Qian,
  • Hexi Jiao,
  • Jinping Deng,
  • Jingxuan Yang,
  • Mingzhi Jiao,
  • Guihong Xian,
  • Chenshi Yu,
  • Yingli Zhu,
  • Jiale Liu and
  • Binyong Li
  • + 1 author

10 March 2023

Double-roadway tunneling could mitigate the contradiction between mining production needs and tunneling speed, which is pivotal to the sustainable development of underground mines. However, it is very difficult to control the stability of a mining ro...

  • Article
  • Open Access
9 Citations
2,003 Views
23 Pages

31 December 2022

Based on the deformation and damage characteristics of the surrounding rock in a large-section gob-side entry retaining and combined with field observations and an analysis of the dominant factors, an overall deformation control plan is formulated. T...

  • Article
  • Open Access
5 Citations
1,700 Views
17 Pages

Experimental and Numerical Investigation on the Damage Mechanism of a Loess–Mudstone Tunnel in Cold Regions

  • Dongrui Wang,
  • Xueyi Zhao,
  • Chenghu Qiu,
  • Xin Guo,
  • Yaohui Du,
  • Xianhan Li,
  • Yue Gao and
  • Junjie Xuan

3 September 2023

To address loess–mudstone tunnel damage resulting from mudstone swelling induced by water absorption in cold regions, model experiments and numerical simulations were employed to study the tunnel surrounding rock pressure distribution and the s...

  • Article
  • Open Access
255 Views
22 Pages

4 January 2026

Foamed concrete is a lightweight, environmentally friendly civil engineering material with excellent absorption capacity. It has been widely applied in engineering fields such as building thermal insulation and pore filling of underground buried pipe...

  • Article
  • Open Access
18 Citations
2,134 Views
14 Pages

Experimental Study on Pressure Relief Mechanism of Variable-Diameter Borehole and Energy Evolution Characteristics of the Surrounding Rock

  • Yangyang Li,
  • Rongwei Guo,
  • Shichuan Zhang,
  • Bing Chen,
  • Haodong Yan,
  • Wenhang Meng and
  • Dan Zheng

9 September 2022

Conventional borehole pressure relief can meet the requirements for preventing rock bursts, but it can also easily destroy the roadway, resulting in system support failure. Taking coal-like samples with boreholes as the research object, the pressure...

  • Article
  • Open Access
56 Citations
3,157 Views
16 Pages

Abutment Pressure Distribution Law and Support Analysis of Super Large Mining Height Face

  • Libo Zhang,
  • Wenlong Shen,
  • Xuelong Li,
  • Yabo Wang,
  • Qizhi Qin,
  • Xutao Lu and
  • Tianxi Xue

Under the condition of the shallow coal seam, the laws of roof activity after large mining height longwall face mining and prevention measures for large-area roof weighting are problems that need to be solved urgently. In the background of the super...

  • Article
  • Open Access
355 Views
23 Pages

Structural Design Method for Narrow Coal Pillars in Gateway Protection: Framework and Field Case Study

  • Yinghu Li,
  • Ze Xia,
  • Qiangling Yao,
  • Qiang Xu,
  • Chuangkai Zheng,
  • Haodong Hu and
  • Haitao Li

13 October 2025

Coal pillars are important safety structures for maintaining the stability of underground coal mine roadways. To address both coal resource loss from wide pillars and the need for safer, more sustainable underground building structures, this study pr...

  • Article
  • Open Access
2 Citations
2,498 Views
19 Pages

30 June 2022

Cracks in a tunnel lining often emerge under the coupling action of earth and water pressures in a complex stratum environment, and accidents often occur in the process of repairing cracks. In this study, we used the force-sensitive properties of emb...

  • Article
  • Open Access
2 Citations
3,353 Views
15 Pages

Mechanical Characteristics of an Open-Buried Double-Arch Tunnel during Construction

  • Yu-Liang Lin,
  • Ya-Lin Guo,
  • Guo-Lin Yang and
  • Pei-Ran Zhang

18 March 2023

The open excavation and concealed construction method is widely adopted for the construction of bias double-arch tunnels. However, the mechanical behavior of the tunnel during the whole construction period by using the open excavation and concealed c...

  • Article
  • Open Access
17 Citations
2,486 Views
13 Pages

Coal Wall Spalling Mechanism and Grouting Reinforcement Technology of Large Mining Height Working Face

  • Hongtao Liu,
  • Yang Chen,
  • Zijun Han,
  • Qinyu Liu,
  • Zilong Luo,
  • Wencong Cheng,
  • Hongkai Zhang,
  • Shizhu Qiu and
  • Haozhu Wang

10 November 2022

To control the problem of coal wall spalling in large mining height working faces subject to mining, considering the Duanwang Mine 150505 fully mechanized working face, the mechanism of coal wall spalling in working faces was investigated by theoreti...

  • Article
  • Open Access
4 Citations
1,282 Views
16 Pages

3 September 2024

In the western mining region, weakly cemented rock layers above the coal seams often lead to frequent catastrophic accidents during mining due to their instability. To address this, this paper analyzes the movement characteristics of surrounding rock...

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