Follow
Dedi Apriadi
Dedi Apriadi
Ass. Prof. of Civil Engineering, Institut Teknologi Bandung
Verified email at itb.ac.id
Title
Cited by
Cited by
Year
Loading path dependence and non-linear stiffness at small strain using rate-dependent multisurface hyperplasticity model
D Apriadi, S Likitlersuang, T Pipatpongsa
Computers and Geotechnics 49, 100-110, 2013
82013
On the numerical implementation of hyperplasticity non-linear kinematic hardening modified cam clay model
D Apriadi, S Likitlersuang, T Pipatpongsa, H Ohta
The IES Journal Part A: Civil & Structural Engineering 2 (3), 187-201, 2009
52009
Finite Element Study of Vacuum Preloading and Prefabricated Vertical Drains Behavior for Soft Soil Improvement
D Apriadi, RA Barnessa, NAI Marsa
NAIJJTS 26 (3), 20-31, 2019
42019
An Overview of Soil Models for Earthquake Response Analysis.
H Yunita, D Apriadi
Journal of Engineering & Technological Sciences 47 (1), 2015
32015
Development and numerical implementation of thermodynamics-based soil model
D Apriadi
Chulalongkorn University, 2009
22009
Introduction of unsaturated soil mechanics in Indonesia to improve the understanding on geotechnical engineering-related infrastructure problems
S Krisnanto, E Susila, A Sahadewa, H Nawir, E Rismantojo, D Apriadi
IOP Conference Series: Earth and Environmental Science 1065 (1), 012001, 2022
12022
Hyperplasticity modelling of normally consolidated clays in simple shear
D Apriadi, S Likitlersuang, T Pipatpongsa, H Ohta
Proc. of the Tenth International Summer Symposium, Tokyo, 101-104, 2008
12008
Proposed new strong ground motion attenuation relations for subduction zone earthquakes
D Apriadi
Jurnal Teknik Sipil ITB 11 (4), 149-156, 2004
12004
Scaling factors for 1-D ground response amplification in a soft soil basin
D Apriadi, A Mandhany, A Sahadewa, YI Basarah, W Sengara, AM Hakim
Frontiers in Built Environment 9, 1275425, 2024
2024
STUDI NUMERIK PERILAKU INTERAKSI KINEMATIK TANAH STRUKTUR FONDASI PADA INTERFACE TANAH TERLIKUIFAKSI AKIBAT BEBAN GEMPA
BD Amboro, D Apriadi
Institute Technology Bandung, 2019
2019
Development of Pre-consolidation Pressure Dependence of Mixed Hardening Multisurface Hyperplasticity Model for Better Prediction of Earthquakes Ground Response Analysis
D Apriadi, H Yunita, S Likitlersuang, T Pipatpongsa
Jurnal Teknik Sipil ITB 18 (3), 227-238, 2011
2011
Non-linearity and Recent Stress History Behaviour in Overconsolidated Clay Predicted Using Multisurface Plasticity
D Apriadi, S Likitlersuang, T Pipatpongsa
CONSISTENT INTEGRATION SCHEME FOR KINEMATIC HARDENING MULTISURFACE HYPERPLASTICITY: ONE DIMENSIONAL MOTIVATION
T Pipatpongsa, D Apriadi, S Likitlersuang
elastic 1, 1, 0
Finite Element Simulation of Natural Soft Clay Deposit Response due to Earthquake
D Apriadi, W Sengara, P Sumiartha, T Pipatpongsa
An Application of Continuous Hyperplasticity Model to the Response of Normally Consolidated Clay under Direct Simple Shear
S Likitlersuang, D Apriadi, T Pipatpongsa, H Ohta
The system can't perform the operation now. Try again later.
Articles 1–15