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AS'AD MUNAWIR

Universitas Brawijaya S3 - Ilmu Teknik Sipil SINTA ID : 5996588
894
SINTA Score Overall
351
SINTA Score 3Yr
894
Affil Score
351
Affil Score 3Yr
Latest number of publications
  Scopus Analysis  

Improvement of the Bearing Capacity and Swelling of Ciampel Expansive Soil using Waste Foundry Sand
Q4 as Conference Proceedin E3S Web of Conferences
Author Order : 4 of 6     Creator : Gunarti A.S.S.
2024 1 cited
Limit Equilibrium Method and Finite Element Method for Modified Pseudo-static Analysis Comparison
Q2 as Journal Civil Engineering and Architecture
Author Order : 3 of 3     Creator : Sulistyo C.
2024 0 cited
Critical slope stability with double row pile reinforcement under 2D and 3D FEM modeling
Q4 as Conference Proceedin AIP Conference Proceedings
Author Order : 1 of 3     Creator : Munawir A.
2024 0 cited
Excess pore water pressure of soil before and during pile installation with finite element and finite difference approach
Q4 as Conference Proceedin AIP Conference Proceedings
Author Order : 2 of 2     Creator : Sumarsono Q.A.R.P.
2024 0 cited
Application of the Taguchi experimental design method for parameter optimization of the residual slope model
Q4 as Conference Proceedin AIP Conference Proceedings
Author Order : 2 of 4     Creator : Susanti E.I.
2024 0 cited
IDENTIFYING THE EFFECT OF SUBGRADE LAYER THICKNESS OF SOIL STABILIZED WITH WASTE FOUNDRY SAND AND FLY ASH ON BEARING CAPACITY
Q3 as Journal Eastern-European Journal of Enterprise Technologies
Author Order : 3 of 5     Creator : Gunarti A.S.S.
2024 0 cited
1g Modelling of Lateral Deformation of 2×2 Short Pile Group Foundations in Liquefied Sand
Q3 as Journal Mathematical Modelling of Engineering Problems
Author Order : 2 of 4     Creator : Alihudien A.
2024 0 cited
An experimental study of bearing capacity and slope stability of residual slope model with pile reinforcement
Q2 as Journal Civil Engineering and Architecture
Author Order : 2 of 4     Creator : Susanti E.I.
2023 0 cited
THE EFFECT OF DOUBLE ROW PILE SPACING REINFORCEMENT ON SAND SLOPE STABILITY
Q3 as Journal International Journal of GEOMATE
Author Order : 1 of 3     Creator : Munawir A.
2023 1 cited
Wet-dry cycle of expansive soil stabilized with fly ash and waste foundry sand on bearing capacity and swelling potential
Q3 as Conference Proceedin IOP Conference Series: Earth and Environmental Science
Author Order : 3 of 5     Creator : Gunarti A.S.S.
2023 0 cited
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Summary

Article Quartile
Research Output
  Scopus GScholar WOS
Article 24 110 10
Citation 81 266 38
Cited Document 12 39 5
H-Index 4 10 3
i10-Index 3 11 1
G-Index 1 1 1
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