Experimental Study on the Failure Process of Fault Rock Bursts in Tunnels Based on a 3D-Printed Large-Scale Physical Model

[1]  Bing-Rui Chen,et al.  Microseismicity and focal mechanism of blasting-induced block falling of intersecting chamber of large underground cavern under high geostress , 2023, Journal of Central South University.

[2]  Shiming Mei,et al.  A Novel 3D Printing Technology for Synthetic Hard Rock and the Fabrication of Jinping Marble , 2022, Rock Mechanics and Rock Engineering.

[3]  Xiating Feng,et al.  Development and Occurrence Mechanisms of Fault-Slip Rockburst in a Deep Tunnel Excavated by Drilling and Blasting: A Case Study , 2022, Rock Mechanics and Rock Engineering.

[4]  Xiating Feng,et al.  Types and occurrence time of rockbursts in tunnel affected by geological conditions and drilling & blasting procedures , 2022, Engineering Geology.

[5]  Xiating Feng,et al.  Real-time monitoring of the development of brittle fracture in hard rock tunnels based on physical model test , 2022, Tunnelling and Underground Space Technology.

[6]  Jianyong Pang,et al.  Mechanism of Structural–Slip Rockbursts in Civil Tunnels: An Experimental Investigation , 2021, Rock Mechanics and Rock Engineering.

[7]  Xiating Feng,et al.  Failure characteristics of surrounding rocks along the radial direction of underground excavations: An experimental study , 2021 .

[8]  Xiating Feng,et al.  Study on Time-Dependent Fracturing Behaviour for Three Different Hard Rock Under High True Triaxial Stress , 2021, Rock Mechanics and Rock Engineering.

[9]  M. He,et al.  Experimental Study on Strain Burst Characteristics of Sandstone Under True Triaxial Loading and Double Faces Unloading in One Direction , 2020, Rock Mechanics and Rock Engineering.

[10]  Lishuai Jiang,et al.  Dynamic Analysis of the Rock Burst Potential of a Longwall Panel Intersecting with a Fault , 2019, Rock Mechanics and Rock Engineering.

[11]  Xiating Feng,et al.  Effects of structural planes on rockburst position with respect to tunnel cross-sections: a case study involving a railway tunnel in China , 2019, Bulletin of Engineering Geology and the Environment.

[12]  Cai-ping Lu,et al.  Anatomy of mining-induced fault slip and a triggered rockburst , 2019, Bulletin of Engineering Geology and the Environment.

[13]  Xiating Feng,et al.  The 3D-Printing Technology of Geological Models Using Rock-Like Materials , 2019, Rock Mechanics and Rock Engineering.

[14]  G. Mei,et al.  Experiment on Rockburst Process of Borehole and Its Acoustic Emission Characteristics , 2018, Rock Mechanics and Rock Engineering.

[15]  Ming Cai,et al.  Numerical modeling of rockburst near fault zones in deep tunnels , 2018, Tunnelling and Underground Space Technology.

[16]  J. Zhu,et al.  Replication of internal defects and investigation of mechanical and fracture behaviour of rock using 3D printing and 3D numerical methods in combination with X-ray computerized tomography , 2018, International Journal of Rock Mechanics and Mining Sciences.

[17]  S. Walsh,et al.  A comparison of tensile failure in 3D-printed and natural sandstone , 2017 .

[18]  Hui Zhou,et al.  Experimental study of factors affecting fault slip rockbursts in deeply buried hard rock tunnels , 2017, Bulletin of Engineering Geology and the Environment.

[19]  Xiating Feng,et al.  Deep Fracturing of the Hard Rock Surrounding a Large Underground Cavern Subjected to High Geostress: In Situ Observation and Mechanism Analysis , 2017, Rock Mechanics and Rock Engineering.

[20]  G. Ma,et al.  Visualization and Transparentization of the Structure and Stress Field of Aggregated Geomaterials Through 3D Printing and Photoelastic Techniques , 2017, Rock Mechanics and Rock Engineering.

[21]  Lucas Holden,et al.  Application of 3D laser scanner, optical transducers and digital image processing techniques in physical modelling of mining-related strata movement , 2015 .

[22]  Hui Zhou,et al.  Analysis of rockburst mechanisms induced by structural planes in deep tunnels , 2015, Bulletin of Engineering Geology and the Environment.

[23]  Qiang Yang,et al.  Evaluation of Reinforcement and Analysis of Stability of a High-Arch Dam Based on Geomechanical Model Testing , 2015, Rock Mechanics and Rock Engineering.

[24]  Hehua Zhu,et al.  The effect of weak interlayer on the failure pattern of rock mass around tunnel – Scaled model tests and numerical analysis , 2013 .

[25]  Xia-Ting Feng,et al.  Rockmass damage development following two extremely intense rockbursts in deep tunnels at Jinping II hydropower station, southwestern China , 2013, Bulletin of Engineering Geology and the Environment.

[26]  Chuanqing Zhang,et al.  Case Histories of Four Extremely Intense Rockbursts in Deep Tunnels , 2012, Rock Mechanics and Rock Engineering.

[27]  M. Cai,et al.  Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries : Insight from numerical modeling , 2008 .

[28]  R. Ulusay,et al.  An experimental investigation on stress-induced cracking mechanisms of a volcanic rock , 2021 .

[29]  K. Duan,et al.  Large-scale geo-mechanical model tests for the stability assessment of deep underground complex under true-triaxial stress , 2019, Tunnelling and Underground Space Technology.

[30]  D. Cheon,et al.  Characterization of brittle failure using physical model experiments under polyaxial stress conditions , 2011 .

[31]  Jiang Yaodong,et al.  EXPERIMENTAL INVESTIGATION ON INSTABILITY TRANSIENT PROCESS OF FAULT ROCKBURST , 2011 .

[32]  T. R. Stacey,et al.  ROCKBURST MECHANISMS IN TUNNELS AND SHAFTS , 1994 .