Bandis et al., 2004 - Google Patents
Modeled versus observed tunnel performance in weak bedded rock under high cover: the Dhiarizos tunnel case study (Cyprus)Bandis et al., 2004
- Document ID
- 3982977511527779583
- Author
- Bandis S
- Sharp J
- Schinas C
- Vardakis G
- Chrysochoou P
- Publication year
- Publication venue
- Numerical Modelling of Discrete Materials in Geotechnical Engineering, Civil Engineering and Earth Sciences: Proceedings of the First International UDEC/3DEC Symposium, Bochum, Germany, 29 September-1 October 2004
External Links
- 239000011435 rock 0 title abstract description 43
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C41/00—Methods of underground or surface mining; Lay-outs therefor
- E21C41/16—Methods of underground mining; Layouts therefor
- E21C41/18—Methods of underground mining; Layouts therefor for brown or hard coal
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/103—Dams, e.g. for ventilation
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B43/00—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
- E21B43/30—Specific pattern of wells, e.g. optimizing the spacing of wells
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C41/00—Methods of underground or surface mining; Lay-outs therefor
- E21C41/26—Methods of surface mining; Layouts therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B41/00—Equipment or details not covered by groups E21B15/00 - E21B40/00
- E21B41/0035—Apparatus or methods for multilateral well technology, e.g. for the completion of or workover on wells with one or more lateral branches
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F15/00—Methods or devices for placing filling-up materials in underground workings
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D15/00—Props; Chocks, e.g. made of flexible containers filled with backfilling material
- E21D15/48—Chocks or the like
- E21D15/483—Chocks or the like made of flexible containers, e.g. inflatable, with or without reinforcement, e.g. filled with water, backfilling material or the like
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C47/00—Machines for obtaining or the removal of materials in open-pit mines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Rahimi et al. | Ground behaviour analysis, support system design and construction strategies in deep hard rock mining–Justified in Western Australian's mines | |
Kaiser et al. | Underground works in hard rock tunnelling and mining | |
Merlini et al. | The ceneri base tunnel: construction experience with the southern portion of the flat railway line crossing the swiss alps | |
Dwivedi et al. | Prediction of tunnel deformation in squeezing grounds | |
Lang | Span design for entry-type excavations | |
Gerrard | Rock bolting in theory: A keynote lecture | |
Yang | Key technology research on the efficient exploitation and comprehensive utilization of resources in the deep Jinchuan nickel deposit | |
Xu et al. | Use of an artificial crown pillar in transition from open pit to underground mining | |
Guo et al. | A three-dimensional supporting technology, optimization and inspiration from a deep coal mine in China | |
Sakhno et al. | Floor heave control in gob-side entry retaining by pillarless coal mining with anti-shear pile technology | |
Amiri et al. | Comparison of shallow tunneling method with pile and rib method for construction of subway station in soft ground | |
Chehreghani et al. | Stability analysis and support system design of Angouran underground mine batching room. | |
Bandis et al. | Modeled versus observed tunnel performance in weak bedded rock under high cover: the Dhiarizos tunnel case study (Cyprus) | |
Tajduś et al. | Assessment of the Behaviour of Flysch Rock Mass During Tunnel Boring in the Primary lining using indicators and limit values of Displacements and Deformations | |
Lu et al. | Damage of new Sanyi railway tunnel during the 1999 Chi-Chi earthquake | |
Sandbak et al. | Ground support strategies for weak ground masses at the Turquoise Ridge Joint Venture, Nevada | |
Barbieri et al. | Design Challenges in Conventional Tunnelling on the Sotra Link Project in Norway | |
Xiuli et al. | Stability study on the surrounding rock of the underground powerhouse in Shui Buya project by DDA | |
Merlini et al. | Numerical models for the design and construction of new underground structures at CERN (HL-LHC), Point 5 | |
Chhushyabaga et al. | Fault induced problems in hydropower tunnels in Nepal: A case study | |
Cai | Rock mechanics: achievements and ambitions | |
Herranz et al. | SEM crossover cavern in Downtown LA | |
Mhanna et al. | Analysis of squeezing‐induced failure in a water tunnel and measure of rehabilitation: A case study of Tishreen tunnel, Syria | |
Lee et al. | Review and perspective of expressway tunnels in Taiwan, China | |
Guo et al. | Theoretical Analysis and Numerical Simulations for the Safe Clear Distance of a Shallow-Buried Twin-Shield Tunnel with Small Spacing |