(Last update: 30 May 2016)
| ID No | Pres. Type | Author(s) | Title |
| 6 | Oral | L. Jordá-Bordehore, P.L. Romero-Crespo , R. Jordá-Bordehore | Stability assessment of the stopes and crown pillar of the S’Argentera abandoned mines using empirical approach, focused on a possible tourist exploitation, Ibiza, Spain |
| 8 | Oral | T.H. Ma, F.T. Suorineni, C.A. Tang, L. Wang | Numerical simulation on pillar failure patterns |
| 10 | Oral | Ö. Aydan, R. Ulusay | Rock engineering evaluation of antique rock structures in Cappadocia Region of Turkey |
| 11 | Oral | K. Thermann, B. Stabel, R. Ferrari | Investigations, in-situ tests and stress measurements for the powerhouse complex of the Lagobianco pumped storage project |
| 16 | Oral | S. Kahraman, O.Y. Toraman | Estimating the rock strength from a crushability index |
| 17 | Oral | C.M. Nieble, J.A. Penteado | Risk management: blasting rock near concrete inside a subway station in a densely populated urban environment |
| 19 | Oral | M. Geniş, Ö. Aydan, Z. Derin | A field study on monitoring of blasting-induced vibrations of tunnels and its possible use for in-situ stress interferences |
| 20 | Oral | H. Meena, S. Mishra, T. Chakraborty, V. Matsagar, P. Chandel, V. Mangla, M. Singh | Dynamic characterization of Himalayan quartzite subjected to intermediate and high strain rates |
| 22 | Poster | J. Rostami, S. Kahraman, X. Yu, H. Copur , C. Balci, W. Bamford, B. Asbury | The relation between uniaxial compressive and Brazilian tensile strength |
| 25 | Oral | M. Al Heib | Feedback of the empirical approach to design the room and pillar mines – Application on chalk mines (France) |
| 26 | Oral | C. Auvray, N. Lafrance, M. Souley, V. Labiouse | Impact of weathering on macro-mechanical properties of chalks |
| 28 | Oral | C.C. Li | Analytical study on the performance of inflatable rock bolts |
| 29 | Oral | L. Jordá-Bordehore, T. Toulkeridis | Stability assessment of volcanic natural caves – lava tunnels – using both empirical and numerical approach, case studies of Galapagos Islands (Ecuador) and Lanzarote Island (Canary- Spain) |
| 33 | Oral | D.S. Cheon, E.S. Park, M. Takahashi | The relationship between pore structure and permeability under confining pressure |
| 37 | Oral | İ. Özkan | An approach for determining vertical displacements using inclinometer on unstable slopes |
| 38 | Oral | A.K. Alzo’ubi | Modeling yield propagation of jointed synthetic rock |
| 40 | Oral | N. Koittola, J. Suikkanen, P. Kantia | Geological and rock mechanical modelling of stress induced excavation zone, EDZSI, in ONKALO western Finland |
| 41 | Poster | K. Demir, T. Özbayır | Design and back analysis of NATM tunnels in fractured rock |
| 42 | Oral | H. Copur, N. Bilgin, C. Balci, D. Tumac, E. Avunduk, A.S. Mamaghani | Full-scale linear cutting experiments with a conical cutter for simulating different cutting patterns |
| 43 | Oral | Y. Wang, Y. Fujii, D. Fukuda, J. Kodama | Kimachi sandstone does not have to fail under larger stress |
| 45 | Oral | M. Coli, E. Livi, N. Coli | Geomechanics characterization and stability of a large open pit slope in complex rock-mass (Italy) |
| 46 | Oral | M. Coli, F. Sani, E. Livi, N. Coli, G. Moratti | Geological-geomechanical setting for the stability analysis of the rock hewn churches of Lalibela (Ethiopia) |
| 47 | Oral | A. Shaterpour-Mamaghani, T. Erdogan | Stability analysis of raise bored shaft in Balya Mine, Turkey |
| 48 | Oral | N. Bar, R. Parker, S.J. Thomas | Managing landslide risks associated with erosion-driven slope instabilities using near real-time deformation monitoring systems |
| 49 | Oral | T. Mori, T. Maejima, H. Kurose | Airtightness technologies for the Kurashiki LPG storage cavern |
| 50 | Oral | S. Wu, P. Craig, S. Saydam, P. C. Hagan, A. Crosky | Evaluation of stress corrosion cracking failure for steel anchoring elements |
| 53 | Oral | A.Turanboy, E. Ülker, C. B. Küçüksütcü | A modeling study of intersection lines and points as an assessing instability of rock mass |
| 54 | Oral | R.Osgoui, A.Poli, M.Pescara | Critical comparison between the double-convex and flat radial joints features in segmental tunnel lining |
| 55 | Oral | C. Vibert, P. Vaskou | Lessons from compared design of underground power houses and storage rock caverns |
| 56 | Oral | K.G. Schmid, P.L. Roux, C.J.S. Fourie | Novel investigation – Ermelo ring road to demarcate risk due to histori-cal coal mining |
| 58 | Oral | H. Munoz, A. Taheri , E. Chanda | Strain localisation characteristics in sandstone during uniaxial compression by 3D digital image correlation |
| 59 | Oral | P. Horyl, P. Maršálek, R. Šňupárek, K. Pacześniowski | Total load-bearing capacity of yielding steel arch supports |
| 60 | Oral | N. Hedtmann , M. Alber | Fluid experiments on fractures subjected to normal and shear displacement |
| 61 | Oral | O.F. Ugurlu, M. Kumral | Analyzing drilling machine in aid to improve open pit mining operations |
| 64 | Oral | K. Bartmann, M. Alber | Experimental determination of crack initiation and crack damage in sedimentary rocks under low confinement |
| 65 | Oral | P.M. Couto, J. Maritz | Understanding the influence of pre-tensioned tendons on the hanging wall stability of a shallow bord and pillar mines in South Africa |
| 66 | Oral | S. Mononen, M. Suikkanen, N. Coli, G. Funaioli , F. Meloni | Critical real time radar monitoring of sub-bench failures at Yara Suomi Oy Siilinjärvi open pit mine (Finland) |
| 68 | Oral | N. Bar, N.R. Barton, C.A. Ryan | Application of the Q-slope method to highly weathered and saprolitic rocks in Far North Queensland |
| 69 | Poster | T. Tokiwa, K. Aoyagi, T. Fujita | Excavation damaged zone inferred by geophysical surveys on drift floor of Horonobe URL |
| 71 | Oral | D. Deb, Y. K. Gujjala, A.Khan | Enriched finite element procedures for analysis of bolt crossing multiple rock joints |
| 73 | Oral | Ö. Ündül, N. Aysal, B.C. Çobanoğlu, F. Amann, M. Perras | Strength, deformation and cracking characteristics of limestones |
| 76 | Oral | W. K. Song | Pilot test of compressed air storage in underground rock cavern |
| 77 | Oral | L.N.Y. Wong, V. Maruvanchery | Water effects on rocks |
| 78 | Oral | H. Gercek | The past revisited: the giants behind the elastic solutions for stresses around underground openings |
| 82 | Poster | E. Komurlu, A. Kesimal, A.O. Çakır | Spraying membrane layer effect on load bearing performance of concrete linings |
| 83 | Oral | Ö. Dinç, Z. Karaca, N. Işık | The effects of strength parameters on slope failure mechanisms in weak rocks |
| 86 | Oral | B. Vásárhelyi, G. Somodi, Á. Krupa, L. Kovács | Determining the Geological Strength Index (GSI) using different methods |
| 87 | Poster | S. Yasar, A.O. Yilmaz | Effect of drilling strength on laboratory scale rock cuttability |
| 91 | Oral | Yu. Popov, E. Popov, E. Chekhonin | New facilities in rock thermal property measurements in application to geomechanics |
| 97 | Oral | Y.J. Li , Y.D. Xue, J.Q. Jiao | Indexes sifting of rockburst prediction using soft science technology |
| 101 | Oral | K. Aoyagi, T. Tokiwa, T. Fujita | A study of efficient excavation limiting the extent of an excavation damaged zone in Horonobe URL |
| 102 | Oral | A. Sato, K. Ikeda, T. Yatsunami, K. Tsuda, T. Fukumitsu, K. Habu | Prevention effect of material flow in the porous rocks by aquo-siloxane method |
| 104 | Oral | M. Serati, D. J. Williams, N. Erarslan | Hertzian contact damage in a hollow circular cylinder |
| 106 | Poster | N. Bar, T.M. Johnson, G. Weekes | Using directional shear stress models to predict slope stability in highly anisotropic rock masses |
| 107 | Oral | S.S. Jeong, Y. Obara, M. Kataoka | Evaluation of microscopic fracture toughness of grains within granite using a new mechanical testing machine for micro-sized specimen |
| 111 | Poster | D. Tumac, E. Avunduk, H. Copur, C. Balci, S. Er | Investigation of the effect of textural properties towards predicting sawing performance of diamond wire machines |
| 112 | Oral | O. Su, U. Sakız, N.A. Akçın | Effect of elastic and strength properties of rocks during blasthole drilling |
| 113 | Oral | M. Yamagami, T. Ichiki, T. Aoki,Y. Yamanaka, T. Takahashi, K. Nanba | Further verification of seismic survey results ahead of the tunnel face using drilling vibration data of ultra-long controlled boring |
| 116 | Oral | M. Ghamgosar, N. Erarslan, K. Tehrani | Laboratory investigations of fracture toughness and tensile strength for various rock types |
| 119 | Oral | Ö. Aydan, N. Tokashiki | The evaluation of stability of overhanging Ryukyu limestone cliffs utilizing rock mass characteristics inferred from RMQR and intact rock |
| 121 | Oral | Ö. Aydan, N. Tokashiki , J. Tomiyama, N. Iwata, K. Adachi, Y. Takahashi | The development of a servo-control testing machine for dynamic shear testing of rock discontinuities and soft rocks |
| 122 | Oral | Ö. Aydan, H. Kumsar | A geoengineering evaluation of antique underground rock settlements in Frig (Phrygian) Valley in the Afyon-Kütahya region of Turkey |
| 123 | Oral | T. Ito, T. Akagi, Ö. Aydan, R. Ulusay, T. Seiki | Time-dependent properties of tuffs of Cappadocia, Turkey |
| 124 | Oral | J. Tomiyama, Ö. Aydan, H. Kumsar, E. Özer | The numerical analysis of response and stability of stone masonry bridges in Azan (Aizanoi) antique city in Kütahya province of Turkey |
| 125 | Oral | H. Tano, Ö. Aydan, R. Ulusay, T. Tanaka | Geomechanical investigations and pioneering monitoring attempts in Cappadocia, Turkey |
| 126 | Oral | U. Castro-Filgueira, L.R. Alejano, J. Arzúa, D. Mas Ivars | Numerical simulation of the stress-strain behavior of intact granite specimens with Particle Flow Code |
| 127 | Oral | I. Pérez–Rey, L.R. Alejano , J. Arzúa, J. Muralha | The role of tilting rate and wear of surfaces on basic friction angle testing |
| 128 | Poster | S. Hojjati, D. Tumac | Determining the dominant rock properties affecting the impact hammer performance |
| 129 | Oral | N. Erarslan, M. Ghamgosar | An innovative and effective approach to hard rock cutting |
| 131 | Oral | L. Li, P.C. Hagan, S. Saydam, B. Hebblewhite | An experimental study of shear deformation behavior of rockbolt under dynamic loading |
| 138 | Oral | S. Yıldırım, D. Zapf, K. Staudtmeister | Rock mechanical design of gas storage caverns |
| 141 | Poster | D.J. Avutia, T. Dlokweni | Mine closure rock fall hazard and risk analysis study |
| 143 | Oral | N. Dadashzadeh, N. Yesiloglu-Gultekin, H.S.B. Duzgun | Analysis of potential rockfalls for Sumela Monastery, Turkey |
| 146 | Oral | E. Raso, P. Brandolini, F. Faccini , M. Firpo | The Guvano complex landslide in the Cinque Terre National Park, Italy: geomorphological characterization, GNSS monitoring and risk management |
| 147 | Poster | H. Arbi, S. .Andriany, H.Cahyadi, D. Muslim | Landslide risks analysis on Cisumdawu highway construction, West Java, Indonesia |
| 148 | Oral | E. Raso, F. Faccini, P. Brandolini, M. Firpo | The Lovers’ Lane (“Via dell’Amore”) rockfall events: a history of dangerous collapse |
| 155 | Oral | A. Azami , T. Yacoub, J. Curran | Bearing capacity of shallow foundations in anisotropic geomaterials |
| 156 | Oral | M. Avlonitis, G. Efremidis, A. Konstantinidis, E. C. Aifantis | The sliding surface roughness effect on landslides: A statistical study |
| 158 | Oral | Meng-Chia Weng, Chia-Ming, Lo | Gravity-driven deformation characteristics of consequent slate slopes |
| 161 | Oral | H. Kurose, T. Maejima, K. Aoki, C.S. Chang | Design, construction and operation experience of water curtain system for the hydraulic containment type LPG storage cavern |
| 162 | Oral | Y. Hachino, H.Yasutomi, K. Tajima, Y. Ootsuka, T. Wada, Ö . Aydan | Physical property evaluation of ground improvement piles utilizing borehole wall images taken by borehole televiewers |
| 165 | Oral | T. Kaneko, T. Ichida, N. Ohara | Study on ground behavior considering temporary plastic zone around tunnel face |
| 166 | Poster | A.S. Ranathunga, M.S.A. Perera, R.T. Haque , P.G. Ranjith | An experimental study on behavior of reconstituted low-rank coal under different fluid saturations |
| 167 | Poster | W.G.P. Kumari, P.G. Ranjith, M.S.A. Perera, B.K. Chen | Investigation on temperature dependent mechanical behaviour of Australian granite |
| 168 | Oral | I. García Mendive, G. Rellán, U. Sterin , A. O. Sfriso, G. Erz | Cerro Vanguardia open pit mining: Database management for stability analyses |
| 169 | Oral | I. García Mendive, U. Sterin, G. Rellán, A.O. Sfriso, M. Fuentealba | Arenal Deeps: application of numerical methods to 2D and 3D stability analyses of underground excavations |
| 170 | Oral | M. Osada, S. Ohtake | Drying- and wetting- induced behavior of Shirahama sandstone under the evaporative condition of tunnel surface |
| 171 | Oral | H. Matsubara, Ö. Aydan | The effect of biological degradation of tuffs of Cappadocia, Turkey |
| 172 | Oral | M. Kato, Y. Nara, M. Kohno, T. Sato, D. Fukuda, T. Sato, M. Takahashi | Importance of temperature control during permeability test for measuring hydraulic constants of rock |
| 177 | Oral | A. Kamali , K. Shahriar, M. Sharifzadeh, A. Aalianvari,A. Esmaeilzadeh | Effect of shape and size of sampling window on the determination of average length, intensity and density of trace discontinuity |
| 178 | Poster | W.A.M. Wanniarachchi, P.G. Ranjith, M.S.A. Perera, J. Zhao , M.H.N.D.P. Wickramarathne | An experimental study on mechanical behaviour of siltstone under brine saturation |
| 179 | Oral | A. Kamali, K. Shahriar, M. Sharifzadeh, M.A. Gholami, N. Mossaei | Statistical investigation of geometrical properties of discontinuities Case study: cavern of Rodbar Lorestan Pumped storage power plant |
| 181 | Oral | P. Kantia, S. Mustonen, T. Kouvonen, T. Lehtimäki, M. Olsson | Excavation damaged zone research in Tampere test mine Finland |
| 182 | Oral | M. du Plessis, D.F. Malan | The behaviour of Merensky crush pillars as measured at a trial mining site |
| 185 | Poster | Y. Jung, E. Park, H. Kim | Determination of mode II toughness of granite by using SCC test |
| 189 | Poster | X. Ding, Z.Y. Wang , G.Q. Zhang | Method of Poisson’s ratio determination based on plastic volumetric strain in triaxial experiment of rock |
| 190 | Oral | C. Zhang, I. Canbulat , F. Tahmasebinia | Analysis of coal burst phenomenon in underground coal mines |
| 191 | Oral | S. Choi, S. Lee , S. Jeon | Experimental study on cracking behavior of a transversely isotropic material |
| 193 | Oral | D. Asahina, M. Takahashi, M. Takeda , H. Tsukamoto | Modeling permeability evolution under triaxial compression deformation of Shirahama sandstone |
| 200 | Oral | N. Iwata, K. Adachi , Y. Takahashi, Ö. Aydan, N. Tokashiki, F. Miura | Fault rupture simulation of the 2014 Kamishiro Fault Nagano prefecture earthquake using 2D and 3D-FEM |
| 206 | Oral | S. Ergun, E. Gungor, B. Ozdemir, S. Esen | Improving slope stability at Kışladağ Gold Mine |
| 207 | Oral | K. Adachi , N. Iwata, R. Kiyota, O. Aydan, N. Tokashiki | Model experiment on seismic stability of discontinuous rock slope and numerical simulation |
| 213 | Poster | C. Atalar, H. Kumsar, Ö. Aydan, R. Ulusay, R. Kılıç | Investigation of the mechanism and causes of Serdarlı District landslide (Turkish Republic of Northern Cyprus – TRNC) |
| 214 | Oral | Y. Li, J. Oh, R. Mitra, B. Hebblewhite | Modelling of the mechanical behaviour of an opened rock joint |
| 218 | Oral | J. Jung, S. Jeon | Study on hydraulic fracturing in transversely isotropic media |
| 219 | Oral | D. Deb, S. Mohanto, Y.K. Patanwar,R. Shrimali | Stability analysis of LDBH stopes below an open pit mine due to blast load |
| 220 | Oral | C. Zoccarato, M. Ferronato, G. Gambolati, P. Teatini, D. Baù | Ensemble smoothing of land displacements and deep compaction for the geomechanical characterization of hydrocarbon reservoirs |
| 221 | Oral | K. Tufekci, S. Demirdag, N. Sengun, R. Altindag ,D. Akbay | A new design test apparatus for determining direct tensile strength of rocks |
| 223 | Oral | Z. Zhou, G.Q. Zhang, B. Zhao, Z. Zhang, Y. Wang | Analysis of self-propped fractures during SRV fracturing |
| 224 | Oral | B. Bock, M. Alber,M. Rogall , A. Wehinger, J. Scherschel , V. Sachtleben | Stability assessment of a pillar-supported basalt mine in Mendig (Germany) |
| 226 | Poster | Z. Zhou, G.Q. Zhang, D. Zhou, Y. Wang , H. Dong | Analysis of shale gas hydraulic fracture induced stress and optimization of perforation cluster spacing |
| 231 | Oral | A. Hastikova, A. Kolcun, L. Stas, P. Konicek | In situ stress determination from excavation-induced stress by the compact conical-ended borehole overcoring method |
| 233 | Oral | T. Seiki, T. Ishii , K. Takahashi, S. Noguchi , T.Ohmura | Seismic response of numerical analysis and field measurement in Oya tuff underground quarry |
| 235 | Oral | B. Bohloli, J.C. Choi, E. Skurtveit, A. Pluymakers | Geomechanical interpretation for micro-seismic potential at CO2 storage pilot on Svalbard, Norway |
| 237 | Oral | T.D. Georgieva, D. Anastasov, I. Gyrkov | Crown pillar behavior study using numerical modeling in Chelopech mine |
| 238 | Oral | C. S. Choi, J. J. Song | Pore-confining pressure cycling test for supercritical CO2 permeability of sandstone: Implication for the nonlinear effective pressure law |
| 239 | Oral | H. Ozer Toklu, I. Ugur, M. Karaabat Varol | Investigation of thermal parameters changes of filled and unfilled travertine exposed to physical weathering conditions |
| 241 | Oral | S. Panchal, S. Jain , D. Deb,T. Sreenivas | Development of 3D analytical solution of earth pressures using cemented paste backfill for supporting underground stope |
| 248 | Oral | S. Muhamad, R. I. Sophian, D. Muslim, N. Hamid , T.K. Saad | Determining distribution function of geotechnical data for single slope stability analyses at Kungkilang Block, South Sumatera |
| 249 | Oral | L.M. Guayacán-Carrillo, D. Seyedi,L.M. Guayacán-Carrillo, D. Seyedi,A. Noiret, G. Armand | The effect of over excavation on the time-dependent convergence of a drift in Callovo-Oxfordian claystone |
| 250 | Oral | L.M. Guayacán-Carrillo, D. Seyedi, J. Sulem , S. Ghabezloo, A. Noiret, G. Armand | Tunnel excavation in low permeability ground: effect of anisotropy on excess pore pressure |
| 251 | Oral | T. Zvarivadza | Evaluation of underground coal mining induced surface subsidence using pre and post mining field observations |
| 259 | Poster | V. Kajzar, R. Kukutsch, P. Waclawik, P. Konicek | Coal pillar deformation monitoring using terrestrial laser scanner technology in room and pillar panel – A case study from the Ostrava-Karvina Coal Field |
| 261 | Oral | L. Sekhokoane , T. Zvarivadza | Investigation into the viability of mining Merensky stopes using tensioned cable bolt support system: South African platinum mine case study |
| 263 | Oral | K. S. Rao, A. Kumar | Engineering behavior of Indian oil shales |
| 265 | Oral | N. Bozorgzadeh, J.P. Harrison | Observational method in the context of rock engineering limit state design |
| 267 | Oral | E. C. Mejia, D. Roehl | An equivalent continuum approach for the assessment of geological fault reactivation in hydrocarbon reservoirs |
| 268 | Oral | K. S. Rao, S. Mishra , N. K. Gupta | Effect of different loading conditions on tunnel lining in soft rocks |
| 271 | Oral | Ke Gao , John P. Harrison | Tensor variate normal distribution for stress variability analysis |
| 272 | Oral | A. Riquelme, R. Tom´as , M.Cano, A. Abell´an | Using open-source software for extracting geomechanical parameters of a rock mass from 3D point clouds: Discontinuity set extractor and SMRTool |
| 274 | Oral | A.A. Ostapchuk, D.V. Pavlov , I.A. Batuhtin | On a possible mechanism of transforming discontinuity deformation regime |
| 275 | Poster | M. Cano, R. Tomás, A. Riquelme | Preliminary relationship between weathering behavior profiles and laboratory slake behavior of carbonatic flysch rocks |
| 276 | Poster | M. J. A. Moein, B. Valley, M. Ziegler | Preliminary fractal analysis of fracture spacing inferred from an acoustic televiewer log run in the Basel-1 geothermal well (Switzerland) |
| 278 | Oral | B. Yilmaz, H.K. Citiroglu | An overview of the stability problems of the tunnels which are parallel to the valley and close to the slope surface – A case study: Cetin HEPP |
| 280 | Oral | M. Garc´ıa, S. Sep´ulveda, S. Moya, C. Past´en, G. Montalva | Dynamic numerical analysis of a stepped-planar rock slide in central Chile – Preliminary results |
| 283 | Oral | L. A. Ayres da Silva, A. L. M. Ayres da Silva | The design of rock pillars in underground mines by considering discontinuities |
| 284 | Oral | N. Moussaei, M. Sharifzadeh, K. Shahriar, M.H. Khosravi | Evaluation of discontinuity and opening geometry effects on roof beam deflection |
| 286 | Oral | M. Sari | Estimating strength of rock masses using fuzzy inference system |
| 288 | Oral | A. Rispoli, A.M. Ferrero, M. Cardu, L. Brino , A. Farinetti | Hard rock TBM performance: preliminary study based on an exploratory tunnel in the Alps |
| 290 | Oral | A. Naeimipour, J. Rostami , E.E. Keller, I.S. Buyuksagis | Applications of rock strength borehole probe (RSBP) in underground openings |
| 292 | Poster | F. Stoeckhert, S. Brenne, M. Molenda, M. Alber | Mode I fracture toughness of rock under confining pressure |
| 294 | Oral | T. D. Le, R. Mitra, J. Oh, B. Hebblewhite | Study on caving mechanism in longwall top coal mining using discontinuous modelling |
| 296 | Oral | M. Souley, N. Lafrance, C. Auvray, V. Labiouse, T. Belem | An elastoplastic and viscoplastic model for porous geomaterials |
| 298 | Oral | W. Nie, Z.Y. Zhao , S.Q. Ma | Numerical evaluation of rockbolt reinforcement unit in jointed rock mass by DDA method |
| 299 | Oral | A. Salimi, J. Rostami, C. Moormann | TBM performance prediction in basalt and pyroclastic rocks of Deccan traps, a case study of Maroshi-Ruparel water supply tunnel |
| 301 | Oral | W. Schubert, M. Brandtner, H. F. Schweiger, T. Marcher, N. Radončić | Design methodology for tunnels |
| 302 | Oral | P. E. Yastika, N. Shimizu | Monitoring deformation of ground surface over extensive area by Multi-Temporal DInSAR |
| 303 | Oral | Y.C. Chiu, T.T. Wang, C.H. Lee, T.H. Huang | Relationships between degradation quantities revealed by in-situ monitored displacements and cracks of a highway tunnel |
| 305 | Oral | H. Tunçdemir, E. Güçlü , M. Başyiğit | An assessment on energy absorption capacity of fiber reinforced shotcrete slabs |
| 306 | Oral | X. Song, M. Tijani , H. Sellami | Modeling of dynamic behavior of drillstring taking rock-bit interaction into consideration |
| 315 | Oral | S.A. Coetsee | A conceptual geotechnical model for Kao Kimberlite Mine, Lesotho, Southern Africa |
| 321 | Oral | C. Colombero, C. Comina, S. Vinciguerra, D. Jongmans, L. Baillet, A. Helmstetter, E. Larose , J. Valentin | Passive seismic monitoring of potentially unstable rock masses |
| 322 | Oral | V. Kongubangaram, C.P. Chakravarthy , R. Nair, A. Usmani | Tunneling to safety – case study based risk management of underground facilities |
| 324 | Oral | S. Nakashima, T. Sakamoto , N. Shimizu | Effect of element surface roughness on brittle failure in hard rocks by DEM simulation |
| 325 | Oral | A.M. Ferrero, G. Umili , F. Vagnon | Analysis of discontinuity data obtained with remote sensing tools to generate input for EC7 design |
| 326 | Oral | F. Vagnon, A.M. Ferrero, A. Segalini | EC7 design approach for debris flow flexible barriers: applicability and limitations |
| 327 | Oral | E.C. Poeck, Z. Khademian, R. Garvey , U. Ozbay | Modeling unstable rock failures in underground excavations |
| 329 | Oral | Á. Török, G. Bögöly, B. Czinder, P. Görög, B. Kleb, B.Vásárhelyi, T. Lovas, Á. Barsi, B. Molnár, Z. Koppányi , J. Á. Somogyi | Terrestrial laser scanner aided survey and stability analyses of rhyolite tuff cliff faces with potential rock-fall hazards, an example from Hungary |
| 331 | Oral | E. Komurlu , A. Kesimal, A.D. Demir | A numerical modelling study for determining ideal size and geometry of dog bone shaped direct tensile strength test rock specimens |
| 332 | Oral | E. Jones, D. Beck, F. Reusch | The use of underground laser mapping for numerical model calibration |
| 333 | Oral | S.B. Chai, J.C. Li, H.B. Li, N.N. Li , L.F. Rong | Blast wave propagation across jointed rock masses and its influence on the ground motion |
| 334 | Oral | M.B. Diaz , S.G. Jung, L. Zhuang, K.Y. Kim, J.H. Jung , H.S. Shin | Tensile strength anisotropy of Pocheon granite and roughness evaluation of its failure planes |
| 335 | Poster | T. Okada, T. Naya, H. Nakamura | Development of in-situ cyclic triaxial test method to evaluate dynamic deformation characteristics |
| 337 | Oral | E. Köken, A. Özarslan, G. Bacak | Weathering effects on physical properties and material behaviour of granodiorite rocks |
| 338 | Oral | N. Hasancebi | Effect of porosity on uniaxial compressive strength of basaltic rock from Diyarbakır, Turkey |
| 339 | Poster | S.K. Zhao, Z.G. Deng, Q.X. Qi , H.Y. Li | Theory and application of deep hole floor-break blasting in floor rock burst coal mine |
| 342 | Oral | S. Sakurai | Can we predict the collapse of tunnels and shafts by elasto-plastic numerical analyses? |
| 344 | Oral | H. Basarir, S. Akdag, A. Karrech, M. Ozyurt | The estimation of rock mass strength properties using probabilistic approaches and quantified GSI chart |
| 345 | Poster | S. Perez, M. Karakus, F. Pellet | A study on the wear process of impregnated diamond bits via acoustic emission |
| 347 | Poster | N. Sciarra, M. Calista, A. Pasculli, G. Mataloni | Numerical modeling and hazard of a cliff in anthropic and historical contexts |
| 348 | Poster | Á. Török, B. Vásárhelyi | Rigidity of sandstone at elevated temperatures |
| 350 | Oral | M. Başyiğit , H. Tunçdemir | A geostatistical mapping of schmidt hammer rebound values of carbonate rocks |
| 356 | Oral | W. Wittke, B. Wittke-Schmitt | Rehabilitation of a sliding slope and supporting measures for rock slopes in the abutments of the 130 m high Zapotillo dam in Mexico |
| 357 | Oral | W. Wittke, D. Schmitt, P. Wittke-Gattermann | Exploration structure at access adit Umpfental of Boßlertunnel, evaluation and interpretation |
| 358 | Oral | H. Yilmaz, C.K.A. Khumalo | Investigation of coal mine roof guttering at Magdalena Colliery-South Africa |
| 361 | Poster | N. Malistani, Ö. Aydan , J. Tomiyama | Preliminary rock engineering assessment of Salang tunnel (Afghanistan) |
| 362 | Oral | C. Wendeler, Y. Bühler, P. Bartelt, J. Glover,R. Luis | Application of three-dimensional rockfall modeling to rock-face engineering |
| 365 | Oral | M. Lagger, M.R. Henzinger , W. Schubert | Numerical investigations on pea gravel using a nonlinear constitutive model |
| 366 | Oral | Y. Yokota, T. Mori , Y. Koizumi, K. Date | Estimation of bond quality around rock bolts using ultrasonic wave |
| 368 | Oral | P. Y. Shu, S. W. Kao, T. T. Wang, F.Y. Hsiao | Influences of angles between loading direction and foliation on mechanical characteristics for Takkiri gneiss, Taiwan |
| 369 | Oral | A. Buyer, W. Schubert | Extraction of discontinuity orientations in point clouds |
| 370 | Oral | N. Houshmand, K. Shahriar , S.E. Khezri | Empirical and numerical approach to stability analysis of pumped storage cavern in Rudbar, Loresan, Iran |
| 372 | Oral | D.A. Jiménez, S.A.B. da Fontoura | Characterization and mechanical properties of a conglomeratic rock from Costa Rica, Central America |
| 378 | Poster | G. Matas, N. Lantada, J. Gili , J. Corominas | Simulation of rockfall fragmentation mechanism in a GIS-based tool |
| 379 | Oral |
M. Amjadi, K. Shahriar, S.E. Khezri , M.Y. Razavi
|
An estimation of subsidence slope created by mining – A case study of Chahargonbad copper mine |
| 380 | Oral | H. Mohammadi, H. Jalalifar, M.A. Ebrahimi, A.R. Ahmadi | The effect of intermediate principal stress on the ground reaction curve at the tunnel crown |
| 397 | Oral | M.R. Henzinger, W. Schubert | Numerical Investigation on the implementation of a reinforced segmental lining considering an inhomogeneous loading and bedding situation |
| 398 | Oral | S. Namdari, A. Baghbanan, M. J. Habibi | Effects of matrix permeability and fracture density on flow pattern in dual porous rock masses |
| 401 | Oral | J.A. López-Molina , H.N. Caballero-Ramos, S. García | Harmonizing rock mass properties through experimental, empirical and intelligent tools |
| 403 | Oral | A.G. Hartzenberg, M. du Plessis, A.E.W. Friese | Structurally-related hangingwall alterations contributing to UG2 stope instabilities at Lonmin |
| 404 | Oral | C. Dich, F. Tschuchnigg , H.F. Schweiger | Hydro power plant Obervermuntwerk II – shotcrete phenomena in the power house cavern – decisions and remediation |
| 409 | Oral | M. Zaré, F. Deák | The examination of a recently proposed model solution for shear behaviour of infilled natural rock joints based on multi-scale laboratory investigations |
| 410 | Oral | F. Deák, I. Szűcs | Examination of a granitic host rock behaviour around underground radwaste repository chambers based on acoustic emission datasets |
| 412 | Oral | G. Pittino, N. Gegenhuber, F. Reiter , R. Fröhlich | Ultrasonic wave measurements during uniaxial compression tests |
| 413 | Oral | T. Rotonda, A. Di Giulio, P. Tommasi, A. Graziani | Characterization of a faulted rock mass for a dam foundation |
| 414 | Oral | G. Vlastelica, P. Miščević, H. Fukuoka | Monitoring of vertical cuts in soft rock mass, defining erosion rates and modelling time-dependent geometrical development of the slope |
| 426 | Oral | N. Barton, N. Bilgin | Fast or slow progress with TBM in ideal or faulted conditions |
| 427 | Oral | A. Poisel, T. Schachinger, O.K. Wagner, R. Wahlen, A. Steindorfer | Deep shaft excavation – geotechnical monitoring and back analysis |
| 428 | Oral | Ö. Aydan, H. Tano, H. Ideura, A. Asano, H. Takaoka , M. Soya, M. Imazu | Monitoring of the dynamic response of the surrounding rock mass at the excavation face of Tarutoge Tunnel, Japan |
| 429 | Oral | E.N. Tanriseven, H.A. Bilgin, L. Tutluoglu, B. Unluturk | Coupled stability analyses of a road cut slope and a railway tunnel in use |
| 430 | Oral | Z. Ekici, G. Atzl, T. Schachinger, O. K. Wagner | Methodology of the geotechnical design of the 27.3 km long Semmering Base Tunnel, Austria |