Thermography analyses of rock fracture due to excavation and overloading for tunnel in 30° inclined strata

[1]  Y. Ju,et al.  Impact of hydraulic perforation on fracture initiation and propagation in shale rocks , 2016 .

[2]  Bin Gong,et al.  Discontinuous deformation and displacement analysis: From continuous to discontinuous , 2015 .

[3]  Zhiye Zhao,et al.  An improved three-dimensional spherical DDA model for simulating rock failure , 2015 .

[4]  G. Ma,et al.  Comparisons between centrifuge and numerical modeling results for slope toppling failure , 2015 .

[5]  Jianchun Li,et al.  A coupled thermo-mechanical discontinuum model for simulating rock cracking induced by temperature stresses , 2015 .

[6]  M. He,et al.  An overview of the thermography-based experimental studies on roadway excavation in stratified rock masses at CUMTB , 2015 .

[7]  Quansheng Liu,et al.  Application of a combined support system to the weak floor reinforcement in deep underground coal mine , 2014 .

[8]  Hanlong Liu,et al.  Bounding Surface Plasticity Model Incorporating the State Pressure Index for Rockfill Materials , 2014 .

[9]  Hanlong Liu,et al.  Bounding Surface Model for Rockfill Materials Dependent on Density and Pressure under Triaxial Stress Conditions , 2014 .

[10]  Weili Gong,et al.  Thermography analysis of a roadway excavation experiment in 60° inclined stratified rocks , 2013 .

[11]  Xia-Ting Feng,et al.  In situ experiments on width and evolution characteristics of excavation damaged zone in deeply buried tunnels , 2011 .

[12]  M. He Physical modeling of an underground roadway excavation in geologically 45° inclined rock using infrared thermography☆ , 2011 .

[13]  M. He,et al.  Physical modeling of an underground roadway excavation in vertically stratified rock using infrared thermography , 2010 .

[14]  Manchao He,et al.  Physical modeling of deep ground excavation in geologically horizontal strata based on infrared thermography , 2010 .

[15]  Suping Peng,et al.  Investigation of karst collapse based on 3-D seismic technique and DDA method at Xieqiao coal mine, China , 2009 .

[16]  William Dershowitz,et al.  Modeling mechanical layering effects on stability of underground openings in jointed sedimentary rocks , 2009 .

[17]  Yingxi Liu,et al.  Results from in-situ monitoring of displacement, bolt load, and disturbed zone of a powerhouse cavern during excavation process , 2008 .

[18]  Ming Cai,et al.  Influence of stress path on tunnel excavation response – Numerical tool selection and modeling strategy , 2008 .

[19]  Michel Grédiac,et al.  Applying infrared thermography to study the heating of 2024-T3 aluminium specimens under fatigue loading , 2008 .

[20]  Marco Barla,et al.  Numerical simulation of the swelling behaviour around tunnels based on special triaxial tests , 2008 .

[21]  Mohamed A. Meguid,et al.  Physical modeling of tunnels in soft ground: A review , 2008 .

[22]  Yoshiaki Okui,et al.  Numerical simulation of the excavation damaged zone around an opening in brittle rock , 2007 .

[23]  Hiroshi Morioka,et al.  FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations , 2007 .

[24]  Antonio Bobet,et al.  Slip propagation along frictional discontinuities , 2006 .

[25]  F.E. Heuze,et al.  Insights into ground shock in jointed rocks and the response of structures there-in , 2006 .

[26]  Yuhua Wu,et al.  Precursors for rock fracturing and failure¿Part II: IRR T-Curve abnormalities , 2006 .

[27]  Mahendra Singh,et al.  Empirical methods to estimate the strength of jointed rock masses , 2005 .

[28]  Ermanno G. Grinzato,et al.  Comparison of ultrasonic velocity and IR thermography for the characterisation of stones , 2004 .

[29]  R. J. Fowell,et al.  EFFECTS OF DIFFERENT TUNNEL FACE ADVANCE EXCAVATION ON THE SETTLEMENT BY FEM , 2003 .

[30]  Antonio Bobet,et al.  Coalescence of multiple flaws in a rock-model material in uniaxial compression , 2002 .

[31]  Erik Eberhardt,et al.  Numerical modelling of three-dimension stress rotation ahead of an advancing tunnel face , 2001 .

[32]  Herbert H. Einstein,et al.  Fracture coalescence in rock-type materials under uniaxial and biaxial compression , 1998 .

[33]  M. P. Luong,et al.  Infrared thermographic scanning of fatigue in metals , 1995 .

[34]  B. T. Brady,et al.  Laboratory investigation of the electrodynamics of rock fracture , 1986, Nature.

[35]  E. T. Brown,et al.  EMPIRICAL STRENGTH CRITERION FOR ROCK MASSES , 1980 .

[36]  D. S. Mountain,et al.  Stress Pattern Analysis By Thermal Emission (SPATE) , 1979, Other Conferences.

[37]  Nick Barton,et al.  Engineering classification of rock masses for the design of tunnel support , 1974 .

[38]  Toshinori Sato,et al.  Stress field determination from local stress measurements by numerical modelling , 2009 .

[39]  W. Gong,et al.  Multi-filter analysis of infrared images from the excavation experiment in horizontally stratified rocks , 2013 .

[40]  Minh-Phong Luong,et al.  Introducing infrared thermography in soil dynamics , 2007 .

[41]  M. Tsesarsky,et al.  Tunnel roof deflection in blocky rock masses as a function of joint spacing and friction - A parametric study using discontinuous deformation analysis (DDA) , 2006 .

[42]  Minhphonoluong Infrared thermovision of damage processes in concrete and rock , 1990 .

[43]  Ömer Aydan,et al.  The stabilisation of rock engineering structures by rockbolts , 1989 .