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Keywords: cross section
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Proceedings Papers

Paper presented at the ISRM European Rock Mechanics Symposium - EUROCK 2017, June 20–22, 2017
Paper Number: ISRM-EUROCK-2017-100
..., directional drilling is a much more complex issue. The curvature of the wellbore's axis, passing through the horizontally stratified rock mass, causes the conditions around its cross section to be strongly anisotropic. Not infrequently, the same rock material of each layer exhibits anisotropic properties...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2016, August 29–31, 2016
Paper Number: ISRM-EUROCK-2016-121
... plane construction zop access adit umpfental cross section Rock Mechanics and Rock Engineering: From the Past to the Future Ulusay et al. (Eds) © 2016 Taylor & Francis Group, London, ISBN 978-1-138-03265-1 Exploration structure at access adit Umpfental of Boßlertunnel, evaluation...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2016, August 29–31, 2016
Paper Number: ISRM-EUROCK-2016-088
... reservoir geomechanics sea level shotcrete land reclamation cavern lining hydro power plant obervermuntwerk ii excavation obervermuntwerk ii Reservoir Characterization Upstream Oil & Gas anchor grid Anchor tunnel cross section construction internal diameter Power House Cavern Rock...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2015, October 7–10, 2015
Paper Number: ISRM-EUROCK-2015-157
... and soil mixture models were made in laboratory scale. Heterogeneous geotechnical parameters were analyzed. Regarding the topographic maps produced in the 1/1000 scale with field work and the structural cross sections of rock fill models conducted on laboratory experiments, the physical and mechanical...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2015, October 7–10, 2015
Paper Number: ISRM-EUROCK-2015-031
... landslide-sliding surface inclinometer size twin tunnel tunnel face warning systems tunnel excavation landslide response excavation tunnel monitoring landslide displacement rate interpretation cross section ABSTRACT: The interaction between deep seated landslides and infrastructure...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2012, May 28–30, 2012
Paper Number: ISRM-EUROCK-2012-015
.... There were approximately one hundred blast rounds; 50 in the pilot and 50 for expanding the cross section into the full width of the cavern. The rock mass showed highly varying quality ranging from weathered migmatittic gneiss infested with swelling clay to fresh granitic gneiss. 55% of the excavated rock...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2012, May 28–30, 2012
Paper Number: ISRM-EUROCK-2012-061
...: environmental related design, ground settlement, vibrations, mass balance. Eurock 2012 Page 2 1 INTRODUCTION The implementation of the project faced not only technical challenges such as conventional tunnelling with a large cross section and under shallow cover in a built- up region, construction of shafts...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2012, May 28–30, 2012
Paper Number: ISRM-EUROCK-2012-081
... residential area altinta village geometry composite failure surface different dip amount cross section landslide Southeast Slope slope part eurock 2012 Shear Strength Parameter Fault Zone Slope stability risk assessment on structures of a nearby residential area around a surface lignite mine...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2012, May 28–30, 2012
Paper Number: ISRM-EUROCK-2012-143
... powerhouse cavern excavation reservoir geomechanics displacement dynamic analysis venaus powerhouse cavern cross section accelerogram Modeling study reinforcement system installation Reservoir Characterization modeling eurock 2012 rock mass Italy 2D and 3D continuum static and dynamic...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2010, June 15–18, 2010
Paper Number: ISRM-EUROCK-2010-084
... considered to be transversely isotropic solid. Based on the complex variable expression of stress function, the complex variable expression of displacement components of transversely isotropy is deduced; the displacement analytical solution of a deep tunnel with arbitrary cross section in transversely...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2010, June 15–18, 2010
Paper Number: ISRM-EUROCK-2010-104
... of the axes linking the North and South, and East and West Europe and is to be excavated between the portals in Italy and France. Reservoir Characterization Performance Monitoring shotcrete lining lining displacement deformable element excavation support system cross section yield-control...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2009, October 29–31, 2009
Paper Number: ISRM-EUROCK-2009-073
... behaviour of the tunnel cross section and the primary stress orientations are presented in this paper. displacement radial displacement cross section plane cross section Reservoir Characterization calculation reservoir geomechanics orientation panet failure zone vector stress situation...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2009, October 29–31, 2009
Paper Number: ISRM-EUROCK-2009-002
... laboratory test construction method rock mass support system cross section 15 Rock Engineering in Difficult Ground Conditions Soft Rocks and Karst Vrkljan (ed) © 2010 Taylor & Francis Group, London, ISBN 978-0-415-80481-3 Innovative tunneling construction method to cope with squeezing at the Saint...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2009, October 29–31, 2009
Paper Number: ISRM-EUROCK-2009-099
... with grade of S8. The thickness is 600, 700 and 600 mm, respectively, for roof, bottom and sidewalls. The column is reinforcement concrete with cross section of 800 mm × 800 mm and steel HPB235 and HRB335. 3 CONSTRUCTION PLAN Based on a large number of project practices and continuous experience accumulation...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2009, October 29–31, 2009
Paper Number: ISRM-EUROCK-2009-128
... Abstract Tunnel "Vrata" is a part of the Rijeka—Zagreb high way, section Oštrovica—Vrata. Right tube of the tunnel "Vrata" is 262 m long. During excavation works for the right tunnel tube, underground hall (cavern) was found along the tunnel cross section, and outside of it as well...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2009, October 29–31, 2009
Paper Number: ISRM-EUROCK-2009-085
... version of the Predor code was prepared within the graduation thesis (Klop i , 2004) and set the basis of database structure, allowing basic options of graphical presentation of geodetic mon- itoring data. Since then the code has been greatly improved. In present stage any cross section, any number...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2009, October 29–31, 2009
Paper Number: ISRM-EUROCK-2009-131
... mesh instability rockslide zone rock slide construction side cut remedial rockslide arrangement unstable block cross section massif shotcrete Escarpment cave rock mass installation 803 Rock Engineering in Difficult Ground Conditions Soft Rocks and Karst Vrkljan (ed) © 2010 Taylor...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2005, May 18–20, 2005
Paper Number: ISRM-EUROCK-2005-066
... by a high-resolution borehole tilt-meter. The topographic map near the rock slope in the rectangular region shows in Figure 2(a) and a cross section in Figure 2(b). The tilt-meter was installed in a borehole drilled at the top of the rock slope. In Figure 2(a), the dotted and solid lines represent toe...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2002, November 25–27, 2002
Paper Number: ISRM-EUROCK-2002-043
... Moscow calculation Thickness concrete lining nonpressurized water tunnel Optimal Crossection Shape cross section classification formula medium xi rock mass tunnel conclusion jointed rock strength planning matrix lining non-pressurized hydraulic tunnel The interaction...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 96, September 2–5, 1996
Paper Number: ISRM-EUROCK-1996-083
... displacement velocity concrete lining excavation drainage system deformation Reservoir Characterization shear strain rate tunnel axis tunnel excavation tunnel mass movement lining rock mass compression Upstream Oil & Gas stability numerically landslide cross section...

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