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IRJET- Study on Earth Pressure Reduction Techniques for High Raised Retaining Walls
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IRJET- Study on Earth Pressure Reduction Techniques for High Raised Retaining Walls
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4377 Study on Earth Pressure Reduction Techniques for High Raised Retaining Walls Prajakta Deshpande1, Yash Bag2, Mayur Mahajan3, Prof. Kailash Biradar4 1,2,3UG Student, Dept. of Civil Engineering, D. Y. Patil College Of Engineering, Akurdi, Pune, Maharashtra, India. 4Prof. Kailash Biradar, Dept. of Civil Engineering, D. Y. Patil College of Engineering, Akurdi, Pune, Maharashtra, India. ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract - Construction of earth retaining walls is an integral part of infrastructure projects. The lateral thrust exerted by an unstable soil mass and surchargeifany, onthese retaining walls can be optimized by controlled yielding technique wherein compressible medium is installed/constructed abutting the retaining wall. The intrusion of the suitably selected lightweight, compressible inclusion between the wall and backfill process is known as controlled yielding technique. Use of different compressible inclusion in yielding and non-yielding retaining walls and analysis by numerical & experimental modeling is studied for static and dynamic cases. Expanded polystyrene geofoam is stated to be an effective measure to reduce the lateral earth pressure. Various researchers have carried out their research study in analyzing the effective use of EPS geofoam as a compressible inclusion for static & dynamic applications and came out with specific and general observationsdepending uponthetooland objective of analysis. Considerable reduction in permanent displacement as a tool of seismic measurements along with seismic pressure reduction in numerical simulationandmodel study analysis has been recorded, Effective application of control yielding technique in non-yielding and yielding retaining wall is also examined critically. Isolation efficiency computation in terms of parametric study of geotechnical properties of EPS geofoam, backfilled soil, its relative density and wall height & its rigidity, is being carried out. The most recent advancement in recording the critical seismicbehavior of EPS geofoam is computed by measuring its quantitative deformation for corresponding seismic earth pressure reduction. 1. INTRODUCTION Lightweight expanded polystyrene (EPS) have become widely used to improve the stability of earth structures in a variety of manners. They are employed for instance to improve the bearing capacity of soft foundations for the construction of embankments and temporary roads, to increase the stability of retaining wall structures and steep slopes. In retaining wall structures, reinforcement by means of geogrids is frequently employed. They are installed in several layers within backfill materials, and are sometimes tied or untied to the wall structures. It has also known that the inclusion of a compressible geosynthetic layer immediately behind a rigid retaining wall leads to the reduction of lateral earth pressure, whereby the retaining wall structure can gain more internal stability. 1.1 Background Earth retaining structures are constructed to retain the unstable soil masses where deep cuts or hillside road locations require retaining walls to hold the earth in place. Retaining walls prevent the retained loose material from assuming its nature of slope. Lateral earth pressureis a important designparameterin the overall design of earth retaining structures.Optimization of these lateral earth pressure using EPS geofoam canreduce the overall design requirement ultimately can save cost of structure. Many researchers have carried out analytical, numerical and experimental studies on EPS geofoam as compressible inclusion behind retaining wall so as to evaluate soundness and effectiveness of this technique in field. 1.2 Earth pressure theories There are two classical earth pressure theories. 1] Coulomb’s earth pressure theory (1776) (Limit equilibrium method) 2] Rankine’s earth pressure theory (1857) (Limit analysis method) Coulomb’s earth pressuretheory & Rankine’s earth pressure theory are two accepted theories of calculating lateral earth pressure.
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4378 2. CONTROL YIELDING TECHNIQUE The process of installation of a vertical layer of compressible medium abutting the retaining wall between the wall and backfill during thebackfillsoastoenablethesoil to undergo lateral expansion to bring down the lateral pressure to active pressure level is known as the controlled yielding technique. Reduced Earth pressure Concept Application of controlled yielding technique based on classification: Retaining structures are broadly classified into two categories 1] Yielding: earth retaining structure, which undergo displacement, deformation or are allowed to displace or deform oeboth in horizontaldirectionunderdesignloadsare generally grouped under yielding category. 2] Non-yielding: non-yielding is the type of field requirement of proposed earth retaining structure that is inherently incapable of both horizontal displacement and deformations. 3. EXPANDED POLYSTYRENE GEOFOAM (EPS GEOFOAM) AS A COMPRESSIBLE INCLUSION: Geofoam is a cellular in structure and light weight material. Geofoam is any manufactured material created by some internal expansion process that results in a material with a texture of numerous, closed, gas-filled cells. For the expansion process requires gas; it is referred as blowing agent. Cellular materials are efficient in loading bearing because of their ability to support relatively large loads with relatively small amounts of material whether it is closed or open cell. EPS geofoam widespread in using worldwide compared to other geofoam even if similar engineering properties reasons are as: It is the least expensive by a significant margin. It is using ecofriendly blowing agent for manufacturing. It is light weight material. It is inert in long term burial conditions. Weather resistant. High strength to density ratio. Application of EPS geofoam are widely spread in civil engineering construction are mentioned here: Lightweight fill Thermal insulation Compressible inclusion Small-amplitude wave damping Drainage
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4379 4. USE OF EXPANDED POLYSTRENE BLOCKS AND GEOGRIDS: The inclusion of a compressible layer such as expanded polystyrene blocks behind a rigid wall is capable of reducing the earth pressure at rest, in comparison to an unreinforced model specimen. This can be explained by a controlled yielding concept. However, the expanded polystyreneblocks inclusion scarcely alters the active earth pressure unless the length of the expanded polystyrene blocks in large enough. The combined use of expanded polystyrene blocks and geogrids layers is capable of reducing the earth pressure at rest, as well as the active earth pressure. The reductioninthe earth pressure at rest can be demonstrated by a controlled yieldingconceptduetocompressionofexpandedpolystyrene blocks. The reduction in the active earth pressure can be related to tensile strainsinducedalongthegeogridlayersand also to the fixity between the expanded polystyrene blocks and the geogrid layers. Zero Earth Pressure wall Concept 5. CONCLUSIONS EPS geofoam being thermoplastic material time dependent behavior would be expected to be a design consideration. In case of non-yielding retaining wall there is reduction in the lateral thrust with increase in the thickness of EPS geofoam as a compressible inclusion. However, in caseofyielding wall contrast to non-yielding wall, up to certain limiting value of thickness, a reduction in lateral thrust with the increase I thickness occur, thereafter no further decrease in lateral thrust. 6. REFERENCES [1] Athansopoulos, G. A., Pelekis, P. C. and Xenaki, V. C.(1999) “Dynamic properties of EPS geofoam: An experimental investigation”. Geosynthetics International, 6(3), 171-194. [2] Horvath, J. S. (1997) “The compressible inclusion functions of EPS geofoam.” Int. J. of Geotextiles and Geomembrane, 15,77-120. [3] Purnanandan, K. and Rajagopal,k.,(2008)“Lateral Earth Reduction Due to ControlledYielding Technique’’Indian Geotechnical journal, 3893), PP 317 – 333. [4] Trandafir, A. C., and Ertugrul, O.L.(2011) Earthquake Response of a Gravity Retaining Wall with Geofoam Inclusion, Geo-Frontiers 2011, ASCE, 3177-3185. [5] Horvath, J. S. (1998a) “The compressible inclusion functions of EPS geofoam; An overview of concepts, Applications and products”, Res. Rpt. No. CE/GE-98-1, Manhattan Coll. Civ. Engg. Dept., Bronx, NY 7. BIOGRAPHIES 1 UG Student, Dept. of Civil Engineering, D. Y. Patil College Of Engineering, Akurdi, Pune, Maharashtra, India. 2 UG Student, Dept. of Civil Engineering, D. Y. Patil College of Engineering, Akurdi, Pune, Maharashtra, India. 3 UG Student, Dept. of Civil Engineering, D. Y. Patil College of Engineering, Akurdi, Pune, Maharashtra, India.
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4380 4 Prof. Kailash Biradar, Dept. of Civil Engineering, D. Y. Patil College of Engineering, Akurdi, Pune, Maharashtra, India.
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