ANALISIS STABILITAS OPRIT JEMBATAN DENGAN CONCRETE SHEET PILE DIAGONAL SELATAN BANDARA SOEKARNO HATTA
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
Handayani, Rosita
Kusumastuti, Dyah Pratiwi
Kusumastuti, Dyah Pratiwi
Subject
Teknik Sipil
Datestamp
2022-09-20 04:31:13
Abstract :
Bridge construction divided into several types of work, including foundation, upper building, bridge approach, and parapet-barrier. Bridge approach should qualify to stability requirements, because unstable it will be risky to the surrounding environment. To fix the failure of bridge approach will be planned the right retaining wall. Concrete sheet pile is used as retaining wall because it has the advantage in terms of short working time and easy working. In this research using 2 types of concrete sheet pile is CCSP and FCSP. In the calculation used cantilever sheet pile that has obtained Mmax = 9,3677 tons.m and length = 13,5528 m. So it planned with CCSP type W - 325 and FCSP type FPC - 220 and length of 14 m each. By analysis of geotechnic software obtained deflection value of 0,02125 m with a safety factor of 2,841 using CCSP. And deflection value 0,02849 m with safety factor 2,860 using CCSP. Thus CCSP type used in the analysis, with sheet pile deflection 0,2125 m.
Bridge construction divided into several types of work, including foundation, upper building, bridge approach, and parapet-barrier. Bridge approach should qualify to stability requirements, because unstable it will be risky to the surrounding environment. To fix the failure of bridge approach will be planned the right retaining wall. Concrete sheet pile is used as retaining wall because it has the advantage in terms of short working time and easy working. In this research using 2 types of concrete sheet pile is CCSP and FCSP. In the calculation used cantilever sheet pile that has obtained Mmax = 9,3677 tons.m and length = 13,5528 m. So it planned with CCSP type W - 325 and FCSP type FPC - 220 and length of 14 m each. By analysis of geotechnic software obtained deflection value of 0,02125 m with a safety factor of 2,841 using CCSP. And deflection value 0,02849 m with safety factor 2,860 using CCSP. Thus CCSP type used in the analysis, with sheet pile deflection 0,2125 m.
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