Analisis Kepadatan Lapis Pondasi Kelas A Terhadap Nilai CBR Soaked Pada Jalan Parkir Proyek Rehabilitasi dan Renovasi Stadion Gelora B.J Habibie

Analysis of Class A Base Layer Compaction on Soaked CBR Value In The Parking Road of the Rehabilitation and Renovation Project of Gelora B.J Habibie Stadium

Authors

  • Munadrah Institut Teknologi Bacharuddin Jusuf Habibie
  • Risman Firman Program Studi Teknik Sipil, Institut Teknologi Bacharuddin Jusuf Habibie
  • Yanny Febry Fitriani Sofyan Program Studi Teknik Sipil, Institut Teknologi Bacharuddin Jusuf Habibie
  • Ahmad Tamsil Yunus Program Studi Teknik Sipil, Institut Teknologi Bacharuddin Jusuf Habibie
  • Syahrul Satar Program Studi Teknik Sipil, Institut Teknologi Bacharuddin Jusuf Habibie
  • Joey Limbongan Program Studi Teknik Sipil, Institut Teknologi Bacharuddin Jusuf Habibie
  • Andi Widiasari Maruddani Program Studi Teknik Sipil, Institut Teknologi Bacharuddin Jusuf Habibie

DOI:

https://doi.org/10.58227/jesta.v3i1.221

Keywords:

Compaction, Base Layer, CBR, Pavement Stability

Abstract

The compaction of the base layer plays a crucial role in enchancing soil bearing capacity for pavement construction. This studi aims to analyze the effect of varying compaction blows on the soaked California Bearing Ratio (CBR) value of Class A base layer in the Rehabilitation and Renovation Project of Gelora BJ.Habibie Stadium. The tests were conducted with three compaction variations: 10,25, and 56 blows. The result indicate that an increase in the number of blows correlates with a higher CBR value, where a CBR of 51,33% was obtained with 10 blows, increasing to 67,37% with 25 blows, and reaching 98,38% with 56blows. These finding confirm that compaction can significantly improve soil bearing capacity and pavement stability.

References

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Published

2025-03-31

Issue

Vol. 3 No. 1 (2025): Journal of Engineering Science and Technology Applications

Section

Articles

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