ANALISIS STABILITAS TIPE TEMBOK LAUT (SEAWALL) PADA PANTAI KAMPUNG BUGIS

Yolanda Stephanie. "Stability Analysis Seawall Type Of Kampung Bugis beach", guided by DR. Setiyawan, ST ,. MT, and Vera Wim Andiesse, ST ,. MT.
At this writing coastal protection structures located on the beach Kampung Bugis will be analysis is was to indentifying a stability requisite about safe condition, because of Global warming has caused the increase of the volume of sea levels. Rising sea levels are constantly a threat abrasion and erosion of kampung bugis beach. Bugis village beach receding shoreline as far as 88 m.
The hydrostatic pressure and passive earth pressure will be included in the forces at work coastal proctetion structures seawall with high dimension seawall H = 1,9 m, width above (Babove) = 0,5 m, width below (Bbelow) = 1,2 m to obtain results of stability analysis of coastal proctetion structures seawall against overtuning force and slidding force of FSovertuning = 2,13 > 2, FSslidding = 1,802 > 1,5 is stable and secure. Analysis of the stability of coastal protection structures were calculated by analyzing the style bolsters and shear forces. The results of the analysis of the stability of coastal protection structures seawall provides a safety factor is stable and secure. Based on the analysis of the stability of coastal protection structures, is expected to reduce the level of damage to waterfront structures and other buildings in the vicinity.
Keywords: seawall, beaches, sea level rise, stability analysis