Analisis Daya Dukung Tiang Pancang terhadap Pengaruh Review Design Jembatan Wailola Besar Bula, SBT
DOI:
https://doi.org/10.47467/visa.v4i3.5325الكلمات المفتاحية:
Piles, Abutments, Bearing capacity, Weight, Mayerhoffالملخص
In the work to replace the Big Wailola Bridge, several problems were encountered, including changes in the height of the planned and actual abutments. The planned abutment height is 7.20 M high and the realized height is 8.80 M. However, the changes (Design Review) do not change the structure of the pile foundation. And also from the boring results at the location it is known that at a depth of 36 M the SPT only shows the number 32, namely clay soil so that the bearing strength of the pile is determined from the frictional resistance between the pile wall and the surrounding soil (Fraction pile).
التنزيلات
التنزيلات
منشور
كيفية الاقتباس
إصدار
القسم
الرخصة
الحقوق الفكرية (c) 2024 Gabriel Pratama, Elisabeth Talakua, Sjafrudin Latar

هذا العمل مرخص بموجب Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.



