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All Journal Jurnal Penelitian Progresif (JPP)
Harun Harasid
Gunung Leuser University
Religion Humanities Economics, Econometrics & Finance Education Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Public Health Social Sciences Other

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EVALUATION OF EARTH RETAINING WALL (TPT) PLANNING FOR THE KUTACANE CITY BOUNDARY NATIONAL ROAD PROJECT – BELANGKEJEREN KM 56 + 600 BELANGKEJEREN YEAR 2024 Harun Harasid
Jurnal Penelitian Progresif Vol 5 No 2 (2026): MARCH 2026 - AUGUST 2026
Publisher : CV Naskah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61992/jpp.v5i2.400

Abstract

From the results of analysis and drilling tests with a machine drill , standard penetration test (SPT) and laboratory testing . The type of soil from the drilling results is clay , gravel & fine to coarse sand , medium stiffness / density to dense low to medium water content , non- plastic to low plastic , where solid soil has been found at a depth of 13 meters. The retaining wall structure (TPT) on the Kutacane - Belangkejeren KM 56 + 600 boundary road is safe against active pressure and pasaip pressure . The pile drill to hold the TPT from overturning or landslide forces used is round with a diameter of 40 cm , the length of the pile drill is 7.0 meters, and the area of ​​the pile drill circle is 1256 Gm2.
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