Article Per Year (5 Year)
p-Index From 2020 - 2025
0.23
P-Index
This Author published in this journals
All Journal Journal of Advanced Civil and Environmental Engineering
Astuti, Meilinda Dwi
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Environmental Science

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

Found 1 Documents
Search

 1 
Pile Capacity Analysis Using Hydraulic Static Pile Driver and Pile Driver Analysis Test Method on the Tuntang River Bridge Foundation, Grobogan Regency Al Mukarom, Su'udi; Rochim, Abdul; Astuti, Meilinda Dwi
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 8, No 1 (2025): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.8.1.32-46

Abstract

Abstract : Results of the analysis of the compressive pile capacity of the HSPD results with PDA-Test (CAPWAP) with The results of the pile capacity analysis using the PDA Test (CAPWAP) obtained an average value of Qult = 480 tons , while the results of the pile pressure capacity analysis using the HSPD Hydraulic Static Pile Driver obtained an average value of Qult = 250.17 Ton so that maximum load on a single pile with a load of Pmax = 225.78 tons / pile. Capacity analysis results from the interpretation value of the compressive pile capacity from the PDA-Test (CAPWAP) with HSPD Hydraulic Static Pile Driver Power support Pile Q ult = 392 Tons at a depth of 28 m from the top of the pile with a pile settlement value of 14.63 mm, so that pile able to support the maximum load on the pile and the settlement is still safe against Pmax settlement value 2.5 cm.
Co-Authors Abdul Rochim Al Mukarom, Su'udi