4.7 Article

Experimental research on the influence of working parameters on the drilling efficiency

期刊

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.tust.2019.103174

关键词

Drilling bits; Drilling velocity; Specific energy; Working parameters; Regression analysis

资金

  1. Future Scientists Program of Double First Class of China University of Mining and Technology [2019WLKXJ032]

向作者/读者索取更多资源

Rock drills are usually applied in petroleum engineering applications, tunnel excavation, and hard rock mining. The rock drills directly impacted the rock through the hydraulic impact power mechanism and are controlled by propulsion force and torque. However, there still exists the most serious problem in impact drilling which is low efficiency during the process of impact drilling, and thus the orthogonal experiment using Taguchi method L25 (5(6)) is conducted to analyse the influence of the working parameters, including impact power, propulsion force, rotation speed and bit type, on the rock drilling efficiency. Unconfined compressive strength tests and Brazilian splitting tests are conducted first to present the bluestone characteristics. The drilling efficiency including drilling velocity and specific energy is the evaluating indicators for orthogonal experiments under different drilling conditions. The results demonstrate that the factor order affecting drilling efficiency is impact power, rotation speed, propulsion force and bit type. In addition, the impact power has a highly appreciable influence on the drilling efficiency, whereas the influence of rotation speed, propulsion force and bit type on that in their level range is slight. However, the influencing parameters of impact power, rotation speed, propulsion force and bit type in terms of percentage contribution on drilling velocity and specific energy is 38.54%, 20%, 20%, 20% and 35.307%, 20%, 20%, 20%, respectively. Moreover, the optimum combination in view of drilling velocity and specific energy are 6.4 kW, 240 r/min, 3800 N and 7-button for impact power, rotation speed, propulsion force, and bit type respectively. Based on the regression analysis of the main working parameters which affect drilling velocity, the relationship between drilling velocity and working parameters is obtained and verified, thus it easily provides a basis about equipment selection, optimal working parameters, equipment improvement and progress prediction.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

Article Engineering, Geological

Numerical and experimental investigation of the impact fragmentation of Bluestone using multi-type bits

Songyong Liu, Huanhuan Chang, Hongsheng Li, Gang Cheng

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2017)

Article Construction & Building Technology

Numerical simulation on interaction stress analysis of rock with conical picks

H. S. Li, S. Y. Liu, P. P. Xu

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2019)

Article Acoustics

Numerical Investigation on Rock-Fracturing Mechanism by Using Splitter under Hole Assistance

Hongsheng Li, Songyong Liu, Gang Cheng, Chuwen Guo

SHOCK AND VIBRATION (2019)

Article Construction & Building Technology

Numerical and experimental investigation on rock breaking performance with hydraulic splitter

Songyong Liu, Hongsheng Li, Gang Cheng

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2020)

Article Construction & Building Technology

Numerical simulation of rock-breaking under the impact load of self-excited oscillating pulsed waterjet

Hongsheng Li, Songyong Liu, Jiguang Jia, Fengchao Wang, Chuwen Guo

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2020)

Article Mechanics

Experimental investigation on rock breaking performance of cutter assisted with hydraulic fracturing

Hongsheng Li, Songyong Liu, Zhencai Zhu, Hao Liu, Deyi Zhang, Chuwen Guo

Summary: The research proposes a rock breaking method using a cutter assisted with hydraulic fracturing to improve the efficiency of cutting hard rocks in roadway tunneling. The experimental results show that the circumferential distribution of holes influences crack propagation and the cutting performance of directionally perforated fractured rock samples is better. This method provides a possibility for rapid excavation of extremely hard and abrasive rock.

ENGINEERING FRACTURE MECHANICS (2021)

Article Construction & Building Technology

Experimental and theoretical study on longitudinal deformation and internal force of shield tunnel under surcharge

Zhi Ding, Xiao Zhang, Shao-Heng He, Yong-Jie Qi, Cun-Gang Lin

Summary: This study investigates the longitudinal behavior of a shield tunnel by designing and constructing a reduced-size indoor model. The results show that the longitudinal settlement of the tunnel follows a normal distribution, with the maximum settlement occurring at the central ring and increasing linearly with the applied load. Stress concentration typically occurs on the side of the tunnel waist under surcharge, resulting in transverse elliptical deformation of the entire structure.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Pollutant concentration prediction from traffic data analysis for concrete durability studies in Madrid Calle 30 urban tunnels

Lucia Lopez-de-Abajo, Marcos G. Alberti, Jaime C. Galvez

Summary: Assessing and predicting concrete damage is crucial for infrastructure management. This study quantifies gas concentrations in urban tunnels to achieve this goal.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Deformation analysis and protection measures of existing metro tunnels effected by river channel excavation in soft soils

Chao He, Yinghao Cai, Chenqiang Pu, Shunhua Zhou, Honggui Di, Xiaohui Zhang

Summary: This paper investigates the impact of river channel excavation on adjacent metro tunnels and proposes protective measures based on an engineering project in Fuzhou, China. A three-dimensional finite element model is developed to calculate the displacements and distortion of tunnels under different excavation sequences and soil reinforcement measures. Real-time monitoring confirms that the vertical displacements and diametrical distortion of tunnels are primarily caused by the excavation of the river above the tunnels, while horizontal displacements are induced by the excavation next to the tunnels. The study recommends a combination of cement slurry with a portal form and concrete with a plate form for soil reinforcement and tunnel protection.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

An AI-powered approach to improving tunnel blast performance considering geological conditions

Yaosheng Liu, Ang Li, Feng Dai, Ruochen Jiang, Yi Liu, Rui Chen

Summary: In this study, a hybrid model based on a multilayer perceptron (MLP) and meta-heuristic algorithms was developed to improve blast performance during tunnel excavation. Precise prediction of post-blasting indicators was important for optimization, and a comparison of meta-heuristic algorithms was conducted to find the most suitable model. The results showed that the developed model effectively reduces overbreak areas and quantitatively analyzes the influence of geological conditions.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Prediction of the slurry pressure and inversion of formation characteristics based on a machine learning algorithm during tunnelling in a fault fracture zone

Xiang Shen, Yifan Chen, Liqiang Cao, Xiangsheng Chen, Yanbin Fu, Chengyu Hong

Summary: In this paper, a machine learning-based method for predicting the slurry pressure in shield tunnel construction is proposed. By considering the influence of fault fracture zones and setting the formation influence coefficient, the accuracy of the prediction is significantly improved.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Real-time laser scanning for conditioned coarse-grained soil monitoring on conveyor belt in earth pressure balance shield

Shuying Wang, Zihao Zhou, Xiangcou Zheng, Jiazheng Zhong, Tengyue Zheng, Changhao Qi

Summary: A real-time assessment and monitoring approach based on laser scanning technology and point cloud data analysis was proposed to address the hysteresis in assessing the workability of conditioned soils and the inefficiency in estimating the soil volume flow rate in tunnelling practice. The approach was successfully applied in identifying the workability of conditioned soil and its discharge rate in the EPB shield tunnelling project.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Gradient optimization method for tunnel resistivity and chargeability joint inversion based on deep learning

Peng Jiang, Benchao Liu, Yuting Tang, Zhengyu Liu, Yonghao Pang

Summary: This study introduces a novel deep learning-based electrical method that jointly inverses resistivity and chargeability to estimate water-bearing structures and water volume. Compared with traditional linear inversion methods, the proposed method demonstrates superiority in locating and delineating anomalous bodies, reducing solution multiplicity.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Failure mechanism and deformation forecasting of surrounding rock mass in an underground cavern based on engineering analogy method

Haoyu Mao, Nuwen Xu, Zhong Zhou, Chun Sha, Peiwei Xiao, Biao Li

Summary: The study focuses on the delineation of rock mass damage zones and stability analysis of underground powerhouse in Lianghekou hydropower station. ESG monitoring system is used to monitor the inner micro-fracture activity of surrounding rock mass in real-time. Engineering analogy method is adopted to forecast the deformation period of surrounding rock mass and analyze the variation characteristics of seismic source parameters. The research results provide references for similar deep underground excavation engineering in terms of design and construction.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Influence spatial behavior of surface cracks and prospects for prevention methods in shallow loess tunnels in China

Junling Qiu, Dedi Liu, Kai Zhao, Jinxing Lai, Xiuling Wang, Zhichao Wang, Tong Liu

Summary: This study focuses on the construction surface cracks of large cross-section tunnels in loess strata of China. The mechanism of surface crack formation is analyzed, and factors such as settlement deformation, construction scheme, and surrounding soil environment are identified as the main contributors. Numerical simulations were conducted to gain a deeper understanding of the influence of factors on surface cracks in loess tunnel construction. Specific measures for prevention and treatment of construction surface cracks are proposed to provide new ideas for surface crack control in loess tunnels.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Understanding the traffic flow in different types of freeway tunnels based on car-following behaviors analysis

Ting Shang, Jiaxin Lu, Ying Luo, Song Wang, Zhengyu He, Aobo Wang

Summary: The study reveals significant variations in car-following behavior across different types of tunnels and consecutive sections of the same tunnel. As tunnel length increases, the driving stability of following vehicles decreases, but the level of driving safety risk is not positively correlated with tunnel length. Significant vehicle trajectory oscillation is observed within the inner sections of long and extra-long tunnels, and a significant relationship between the acceleration of following vehicles and the location within the tunnel section is found.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Post-occupancy evaluation of user satisfaction: Case studies of 10 urban underground complexes in China

Rusi Zeng, Zhongwei Shen, Jun Luo

Summary: The urban underground complexes (UUCs) in China have been effective in solving urban problems, but users have expressed dissatisfaction with the internal physical environment. Personal characteristics and environmental factors play significant roles in determining users' satisfaction.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Analysis and prediction of small-diameter TBM performance in hard rock conditions

Gabriel Lehmann, Heiko Kaeling, Sebastian Hoch, Kurosch Thuro

Summary: Analysing and predicting the advance rate of a tunnel boring machine (TBM) in hard rock is important for tunnelling projects. This study focuses on small-diameter TBMs and their unique characteristics, such as insufficient geotechnical information and special machine designs. A database of 37 projects with 70 geotechnically homogeneous areas is compiled to investigate the performance of small-diameter TBMs. The analysis shows that segment lining TBMs have higher penetration rates, and new approaches for the penetration prediction of pipe jacking machines in hard rock are proposed.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Development and evaluation of an immersive VR-CFD-Based tool for dust exposure mitigation in underground tunnelling operations

Ting Ren, Ming Qiao, Jon Roberts, Jennifer Hines, Yang-Wai Chow, Wei Zong, Adrian Sugden, Mark Shepherd, Matthew Farrelly, Gareth Kennedy, Faisal Hai, Willy Susilo

Summary: Long-term exposure to coal and silica dust during underground tunnelling operations is a growing concern. To bridge the gap between knowledge in dust exposure monitoring and frontline workers, a virtual reality educational tool was developed to visualize ventilation and dust flow characteristics. This tool allows workers to better understand decision-making and best practices for dust controls.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Metro systems: Construction, operation and impacts

Dong Lin, Zhipeng Zhou, Miaocheng Weng, Wout Broere, Jianqiang Cui

Summary: Metro systems play a vital role in the transportation, economic, environmental and social aspects of cities. The uncertainties in construction, passenger comfort and safety, as well as efficiency and reliability of the metro system, have been widely studied. Metro systems influence urban development and have a positive impact on housing prices, public health, and environmental quality. Further research is needed to fill the research gaps and make recommendations for future studies.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Elastoplastic coupling analysis of surrounding rock-prestressed yielding anchor bolts/cables based on unified strength theory

Wei Yu, Bo Wang, Xin Zi, Jie Dong

Summary: In this study, a whole-process analytical theory for the coupled deformation of deep circular tunnel surrounding rock and prestressed yielding anchor bolt (cable) system is derived and validated through numerical simulations. The results show that anchor bolts (cables) can significantly reduce the convergence of surrounding rock, and factors such as support timing and anchor cable length have important effects on the support effectiveness.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)