Shotcrete technology
- 1. “SHOTCRETE TECHNOLOGY” UNDER THE GUIDANCE OF PRESENTED BY Asst Prof.SHAMBHAVI RAGHAVENDRA.N 3NA11CV023 ACADAMIC YEAR 2015-2016 DEPARTMENT OF CIVIL ENGINEERING NAVODAYA INSTITUTE OF TECHNOLOGY RAICHUR, KARNATAKA-584103
- 2. CONTENT Definition Introduction Classification Advantages Reinforcement Applications
- 3. DEFINITION “ SHOTCRETE is the generic name for cement, sand and fine aggregate concretes which are applied pneumatically and compacted dynamically under high velocity”.
- 4. + Shotcrete, high performance product consisting of … aggregates waterCement admixture non-alkaline accelerator + + +
- 5. INTRODUCTION • Shotcrete technology is providing services to the industry since 1979. • Later,the development of this technology have been presented by Rose(1985), Frazen (1992) and Morgan(1993). • This innovative technology of shotcrete was introduced to make the work easier and immediate. • Shortcreting has proved to be the best method for construction of curved surfaces. • Domes are now much easier to construct with the advent of with this shotcrete technology. • Tunnel linings are also becoming easy technology.
- 6. Classified based on two processes, namely 1. Dry process 2. Wet process Dry mix shotcrete: Step1:Dry shotcrete components, which may be slightly pre dampened to reduce dust, are fed into a hopper with continuous agitation. Step2: Compressed air is introduced through rotating barrel or feed bowl to convey the materials in a continuous stream through the delivery hose . water is added to the mix at the nozzle. Step3:Then the material is consolidated on receiving surface by high impact velocity.
- 7. Fig: Simplified sketch of a typical dry mix shotcrete system
- 8. Advantages of Dry process: • Easy start up, shutdown and clean up. • Control of materials is on site. • Nozzle man can be up to 1000ft horizontally or 500ft vertically from the gun. • Widely used in mining
- 9. Wet mix shotcrete: • Step1:Shotcrete components and water are mixed(usually in a truck mounted mixer) before delivery into a positive displacement pumping unit. • Step 2: which then delivers the mix hydraulically to the nozzle where air is added to project the material onto the rock surface. • Step 3: Mostly wet-process shotcreting is done with premixed mortar or small aggregate concrete.
- 10. Fig: Typical type of wet mix shotcrete machine
- 11. Advantages of Wet process: • Little or no formwork is required. • Cost effective method for placing concrete. • Ideal for irregular surface applications • Allows for easier material handling in areas with difficult access
- 12. Steel fibre reinforced micro silica shotcrete • Of the many developments in shotcrete technology in recent years, two of the most significant were the introduction of SILICA FUME (used as a cementitious admixture) and STEEL or POLYPROPYLENE FIBRE REINFORCEMENT. • Silica fume or micro silica is a by-product of the ferro silicon metal industry and is an extremely fine pozzolana. • Pozzolanas are cementitious materials which react with the calcium hydroxide produced during cement hydration.
- 13. Conti… • Silica fume, added in quantities of 8 to 13% by weight of cement, can allow shotcrete to achieve compressive strengths which are double or triple the value of plain shotcrete mixes. • The result is an extremely strong, impermeable and durable shotcrete. • Other benefits include improved flexural strength, improved bond with the rock mass and the ability to place layers of up to 200 mm thick in a single pass because of the shotcrete's 'stickiness'. However, when using wet mix shotcrete, this stickiness decreases the workability of the material and super platicizers are required to restore this workability.
- 14. COMPONENT S DRY MIX Kg/m^3 DRY MIX %dry materials WET MIX Kg/m^3 WET MIX % wet materials Cement 420 19.0 420 18.1 Silica fume additive 50 2.2 40 1.7 Blended aggregate 1670 75.5 1600 68.9 Steel fibres 60 2.7 60 2.6 Accelerator 13 0.6 13 0.6 Superplasticizer - - 6 litres 0.3 Water reducer - - 2 litres 0.1 Air entraining admixture - - If required If required Water Controlled at nozzle Controlled at nozzle 180 7.7 Total 2213 100 2321 100 Table.Typical steel fibre reinforced silica fume shotcrete mix designs
- 15. Mesh reinforced shotcrete • While steel fibre reinforced shotcrete has been widely accepted in both civil and mining engineering, mesh reinforced shotcrete is still widely used and is preferred in some applications. • In very poor quality, loose rock masses, where adhesion of the shotcrete to the rock surface is poor, the mesh provides a significant amount of reinforcement, even without shotcrete. • Therefore, when stabilising slopes in very poor quality rock masses or when building bulkheads for underground fill, weldmesh is frequently used to stabilise the surface or to provide reinforcement. In such cases, plain shotcrete is applied later to provide additional support and to protect the mesh against corrosion.
- 16. STRENGTH OF SHOTCRETE Good quality concrete placed by the shotcreting process will substantially exceed 27.6MPa (minimum ACI 318- 08 Building code requirement). Fig.graph of compressive strength in N/mm^2 v/s time in days
- 17. •Sprayed concrete is reinforced by conventional steel rods, steel mesh or fibers. •Fiber reinforcement (steel or synthetic) is also used for stabilization in applications such as slopes or tunneling.
- 18. Figure . Steel fibre types available on the North American market. (Note: all dimensions are in mm).
- 19. Rehabilitation of subway tunnels construction of domed roofs. Highway culvert repair and arch culvert The quality of the final shotcrete product is closely related to the application procedures used. These procedures include: •surface preparation • nozzling technique •lighting, ventilation, communications, and crew training
- 21. Figure : A truck mounted shotcrete robot being used in a large civil engineering tunnel. Note that the distance between the nozzle and the rock surface is approximately one metre Figure : Plastic pipes used to provide drainage for a shotcrete layer applied to a rock mass with water-bearing joints
- 23. Chain link mesh, while very strong and flexible, is not ideal for shotcrete application because it is difficult for the shotcrete to penetrate the mesh. Welded wire mesh, firmly attached to the rock surface, provides excellent reinforcement for shotcrete
- 24. Shotcrete in Retaining wall
- 25. Movie
- 26. The use of Shotcrete to build new concrete structures as well as to restore and repair existing structures is well known and documented and it is perhaps the most diverse method available for concrete construction. The use of this innovative technology is increasing day by day and procedures for its proper performance are well developed and high quality work is regularly obtained.
- 27. References • Mahar, J.W., Parker, H.W. and Wuellner, W.W. 1975. Shotcrete practice in underground construction. US Dept. Transportation Report FRA-OR&D 75-90. Springfield, VA: Nat. Tech. Info. Service • Advances in shotcrete technology for support of underground openings in Canada. In Shotcrete for underground support V, proc. engineering foundation conf., Uppsala, (eds J.C. Sharp and T. Franzen), 358-382. New York: Am. Soc. Civ. Engrs. • Morgan, D. R., McAskill, N., Richardson, B. W., and Zellers, R. C. 1989. "A Comparative evaluation of plain, polypropylene fiber, steel fiber and wire mesh reinforced shotcretes," Transportation Research Record, No. 1226, Concrete and Concrete Construction, 78-87. Washington, DC: Transportation Research Board, National Research, Council. • Wickham, G.E., Tiedemann, H.R. and Skinner, E.H. 1972. Support determination based on geologic predictions. In Proc. North American rapid excav. tunneling conf., Chicago, (eds K.S. Lane and L.A. Garfield), 43-64. New York: Soc. Min. Engrs, Am. Inst. Min. Metall. Petrolm Engrs • ACI Committee 318, “Building Code Requirements for Structural Concrete and Commentary (ACI 318-08),” American Concrete Institute, Farmington Hills, MI, 2008, 473 pp. • ACI Committee 506, “Guide to Shotcrete (ACI 506R-05),” American Concrete Institute, Farmington Hills, MI, 2005, 40 pp.
- 28. Thank you