Article Per Year (5 Year)
p-Index From 2020 - 2025
0.23
P-Index
This Author published in this journals
All Journal Journal of Civil Engineering and Vocational Education
Zainal Ichwan
Civil Engineering Department, Faculty of Engineering, Universitas Kadiri, Indonesia
Civil Engineering, Building, Construction & Architecture Education Engineering Environmental Science Transportation

Published : 1 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 1 Documents
Search

 1 
Analysis of Soil Bearing Capacity in Kauman, Tulungagung as a Subgrade For Flexible Pavement Nadi Rheiza Fathurrohman; Andri Dwi Cahyono; Redyka Sefiyanti; Salman Alfaridh Pasya; Satria Perdana Oktabernandus; Atsfiela Dzulkhan Qalby; Zainal Ichwan
CIVED Vol. 11 No. 2 (2024): June 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i2.591

Abstract

This research aims to evaluate the bearing capacity of the soil in Kates Village, Kauman District, Tulungagung Regency, as a subgrade in flexible pavement through California Bearing Ratio (CBR) testing in the Civil Engineering Laboratory of Kadiri University. The tests were conducted with 56, 25, and 10 blows to determine their impact on the soil's density, strength, and stability. The results showed that soil with 56 blows had the highest CBR value of 28.660% at a 5.08 mm penetration, indicating excellent bearing capacity. The soil with 25 blows showed a CBR value of 17.060%, which is quite high, ensuring adequate stability and bearing capacity. Conversely, the soil with 10 blows had the lowest CBR value of 4.094%, indicating the need for additional compaction before being used in road construction. This research confirms that the number of blows has a significant impact on soil quality, with more intensive compaction improving the soil's density and stability. The final design CBR value obtained was 16%, leading to the conclusion that the soil in this area can be used as a subgrade for flexible pavement.
Co-Authors Andri Dwi Cahyono Atsfiela Dzulkhan Qalby Nadi Rheiza Fathurrohman Redyka Sefiyanti Salman Alfaridh Pasya Satria Perdana Oktabernandus