Teknik Sipil

UNIVERSITAS PELITA HARAPAN KAB. TANGERANG - BANTEN, ID CODE PRODI : 22201 CODE PT : 031034
6
Authors
2.211
SINTA Score Overall
569
SINTA Score 3Yr
369
SINTA Score Overall Productivity
95
SINTA Score 3Yr Productivity
Latest number of publications
Bearing capacity of Percut Sei Tuan clay stabilized with palm shell ash
Q4 Journal IOP Conference Series: Earth and Environmental Science
Creator : Endriani D.
2024 0 cited
THE BEARING CAPACITY OF PEAT SOIL WITH BAMBOO REINFORCEMENT
Q3 Journal International Journal of GEOMATE
Creator : Waruwu A.
2024 0 cited
Estimating Consolidation Settlement Using the Physical Properties of Clay Soil Under Embankment
Q1 Journal International Review of Civil Engineering
Creator : Waruwu A.
2023 0 cited
The Evaluation of Six Indonesian Hardwood Species According to SNI 7973:2013
Q4 Journal Lecture Notes in Civil Engineering
Creator : Dewobroto W.
2022 0 cited
Failure analysis of a suspension bridge in Indonesia using the direct analysis method
Q3 Journal Proceedings of the Institution of Civil Engineers: Forensic Engineering
Creator : Dewobroto W.
2022 0 cited
The combination of bamboo grid and concrete pile as soil reinforcement under the embankment
Q2 Journal Magazine of Civil Engineering
Creator : Waruwu A.
2021 5 cited
The compressive strength behavior of mahogany wood connections with bolt-ring connectors
Q4 Journal IOP Conference Series: Materials Science and Engineering
Creator : Dewobroto W.
2020 0 cited
Effect of loading stage on peat compression and deflection of bamboo grid with concrete pile
Q3 Journal International Journal of GEOMATE
Creator : Waruwu A.
2020 5 cited
Effect of synthetic fibres on fracture performance of asphalt mortar
Q1 Journal Road Materials and Pavement Design
Creator : Apostolidis P.
2020 15 cited
The performance of the nailed slab system-supported embankment on peat soil
Q2 Journal International Review of Civil Engineering
Creator : Waruwu A.
2019 5 cited
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Article Quartile
Research Output
  Scopus GScholar WOS
Article 27 232 7
Citation 132 1,357 15
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