Analisis Daya Dukung Tanah Pondasi Berdasarkan Data Uji Cone Penetration Test
نویسندگان
چکیده
In construction work, foundation planning must be appropriately designed so that the stresses in do not exceed bearing capacity of soil below. This study aims to determine using Terzaghi method, Meyerhof and Hansen method as well analyze safety A3 building design on Yos Sudarso Induk Street, Palangka Raya City. The calculation results show value is lower than methods. obtained 375.567 kN/m2, 1105.396 kN/m2 848.996 kN/m2. At 3 bridge points reviewed, stress appears pavement base at point C3 170.923 capacity, D3 160.90 C6 159.421 load. third train declared safe because voltage guitar load ground.
منابع مشابه
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ژورنال
عنوان ژورنال: Jurnal serambi engineering
سال: 2023
ISSN: ['2528-3561', '2541-1934']
DOI: https://doi.org/10.32672/jse.v8i3.6552