Reinforced earth wall and its design parameters

brief description about reinforced earth wall

1. PRESENTED BY Amir Nazir paray Madhur mangal Mohit sharma REINFORCED EARTH WALLS

2. Objective : Our objective is to do a brief study on reinforced earth walls and its components and we are studying about the replacement of soil as a backfill by fly Ash and steel reinforcement by Geogrids To explain in brief about the construction methodology of Reinforced Earth Wall.

3. Reinforced earth wall is a combination of earth and linear reinforcing strips that are capable of bearing large tensile stresses. Soil :- strong in compression. Reinforcement:-strong in tension. Ancient reinforcement :-tree branches , roots of vegetation , tree trunks , straw , bamboo etc., Modern reinforcement :-Steel ,Geosynthetics, Concrete , Glass fibre , Wood , Rubber , Aluminium. What is a reinforced earth wall?

4. Components of Reinforced Earth wall 1. Reinforcing element 2. Soil backfill(fly ash) 3. Facing element

5. REINFORCEMENT: A Variety of materials can be used as reinforcing material. Those that have been used successfully include steel, concrete, glass fibre, wood, rubber, aluminium & Geosynthetics. Reinforcement may take the form of strips, grids, anchors and steel material, chain planks, ropes, vegetation and combinations of these or other materials forms. We are using geogrids as reinforcement . These geogrids should be flexible having high modulus of elasticity not susceptible to creep

6. Geogrid

7. BACKFILL: The fill material for reinforced earth structures shall be preferably cohesionless and it should have an angle of on interface friction between the compacted fill and the reinforcing element of not less then 30◦ measured in accordance with IS 13326 part 1 The soil should have properties such that the salts in the soil should not react chemically and electrically with the reinforcing strips Fly ash confirming to IRC:SP-58 Can be used as reinforced as well as retained fill The quality of fly ash should be controlled through periodical checks to ensure consistency and compliance to specifications

8. FACING ELEMENTS: Facings are selected to retain filled material, prevent local slumping and corrosion of steeply sloping faces , and to suit environmental requirements The facing is usually of ; Reinforced concrete slabs Plain cement concrete forum fill hollow block (precast)

9. Precast concrete panel

10. DRINAGE: If the embankment becomes waterlogged and pore water pressures increases, the magnitude of the tensile forces included in the grid reinforcement also increases pore water pressures can be controlled by providing the drainage layers at the back of the reinforced zones A drainage bay of 600mm min width is usually provided at back of the facing is commonly used

11. 300mm 300mm DRINAGE BAY

12. JOINT MATERIALS : Rubber or wooden bearing pads are used for horizontal joints so that there is no concrete to concrete contact between the panels and to avoid the chipping of concrete . Filter cloth of geotextiles are used for horizontal and vertical joints in the interior side of the panels such that the interior fill may not come out of the joints .

13. Rubber pad

14. Geotextiles

15. In the reinforced earth wall two type of stability checked: External stability : It consider the reinforced structure as whole and check the stability for sliding, overturning, bearing/tilt and slip by considering the effects of dead loads, other loads (live load, dynamic load etc.) and forces acting on the structure. Internal stability : It cover internal mechanism ( tension and pull out failure) such as shear within the structure , arrangement and behavior of the reinforcement and backfill. It checks the stability for each reinforcement layers and stability of wedges within the reinforced fill Design of Reinforced Earth Retaining Wall

16. WORK CARRIED OUT SO FAR: Visited the flyover near NHPC Faridabad Delhi-Agra 6 lane Gathered information about reinforced earth walls on web. We have concentrated only on the basic concepts.

17. RESULTS:- Reinforced earth walls have evolved as viable technique and contributed to infrastructure in Terms of speed , ease of construction , economy , aesthetics etc. It is a technology that needs to be understood well in terms of its response, construction features etc. Do not require experienced craftsmen with special skills for construction. Require little site preparation. Need little space in front of the structure for construction operations. Do not need rigid, unyielding foundation support, because reinforced or mu1tianchored structures are tolerant to deformations.

18. THANKYOU!