• Prof.Dipali A. Pophale

The paper concentrates upon the geotextile capacity of soil fortification and features the unfulfilled job of strengthened soil structures in beach front security. The physical properties of polymeric fortifying frameworks are introduced and by focusing on their long haul conduct under continued burden, admissible pressure parameters are inferred for use in structure. Fortified soil structures in the seaside condition are evaluated and the remarkable soundness and porosity highlights of a hydro progressively productive structure are distinguished. Research facility take a shot at soak slants is explored with reference to the impact of sub-layer porosity on wave reflection. The paper finishes up with a theoretical plan of a lofty permeable revetment dependent on some cutting edge structures

REVIEW ON STRENGTHENED SOIL STRUCTURE IN A COASTAL PROTECTION SURFACE REINFORCEMENT FOR SOAK INCLINES

"REVIEW ON STRENGTHENED SOIL STRUCTURE IN A COASTAL PROTECTION SURFACE REINFORCEMENT FOR SOAK INCLINES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.131-137, April-2019, Available :http://www.jetir.org/papers/JETIRBD06027.pdf

"REVIEW ON STRENGTHENED SOIL STRUCTURE IN A COASTAL PROTECTION SURFACE REINFORCEMENT FOR SOAK INCLINES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp131-137, April-2019, Available at : http://www.jetir.org/papers/JETIRBD06027.pdf