Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
ANALISA PERHITUNGAN DINDING PENAHAN TANAH PADA STA 5+550 JALAN POROS LOA TEBU – SEBULU MODERN KEC.TENGGARONG
The groud as construction materials as well as land foundation of a construction or structure in a dam, risver dike , retaining wall, construction work the way, building and certain requirements both in terms of power and economical. This study aims to analyze calculation dimensions retaining walls land stable to tabilitas shifts, overthrow, capacity and reduction by using type cantilever in road locations the shaft Loa tebu – sebulu modern. Calculation pressure land in count using Rankie calculation theory and stability to the collapse of capacity support land in up in the equation Hansen based on data characteristic teknik ( c and q ). Hasil calculation anchoring the stability of the wall with dimensions cantilever type : wide over (a) 0,30 meters, the foundation (b) 3,50 meters, high the wall (h) 5,00 meters, thick plate (d) 0,50 meters, that secure against stability ouster (Fgl), panning stability (Fgs)ans stability of capacity .
ANALISA PERHITUNGAN DINDING PENAHAN TANAH PADA STA 5+550 JALAN POROS LOA TEBU – SEBULU MODERN KEC.TENGGARONG
The groud as construction materials as well as land foundation of a construction or structure in a dam, risver dike , retaining wall, construction work the way, building and certain requirements both in terms of power and economical. This study aims to analyze calculation dimensions retaining walls land stable to tabilitas shifts, overthrow, capacity and reduction by using type cantilever in road locations the shaft Loa tebu – sebulu modern. Calculation pressure land in count using Rankie calculation theory and stability to the collapse of capacity support land in up in the equation Hansen based on data characteristic teknik ( c and q ). Hasil calculation anchoring the stability of the wall with dimensions cantilever type : wide over (a) 0,30 meters, the foundation (b) 3,50 meters, high the wall (h) 5,00 meters, thick plate (d) 0,50 meters, that secure against stability ouster (Fgl), panning stability (Fgs)ans stability of capacity .
ANALISA PERHITUNGAN DINDING PENAHAN TANAH PADA STA 5+550 JALAN POROS LOA TEBU – SEBULU MODERN KEC.TENGGARONG
UDIN, AHIR (Autor:in)
24.02.2016
KURVA S : Jurnal Keilmuan dan Aplikasi Teknik Sipil; Vol 4, No 2 (2014); 868-878 ; 2339-2665
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
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PERHITUNGAN STABILITAS DINDING PENAHAN TANAH TIPE GRAVITASI PADA GEDUNG WISMA KEBUN RAYA KENDARI
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