activity
20222026
most citedGraph Neural Network-based surrogate model for granular flows

2 citations · 4 across the 6 of their papers we have counts for

collaborators

6 papers

cs.CE2026

Differentiable FEM versus PINN for pavement layer inverse analysis: enforcing physics as hard or soft constraints

Yongjin Choi, Hyeonbin Moon, Seunghwa Ryu

Automatic-differentiation-based inverse analysis methods, including physics-informed neural networks (PINNs) and differentiable programming, have recently shown great promise due t…

physics.geo-ph2024★ 1 cited

Inverse analysis of granular flows using differentiable graph neural network simulator

Yongjin Choi, Krishna Kumar

Inverse problems in granular flows, such as landslides and debris flows, involve estimating material parameters or boundary conditions based on target runout profile. Traditional h…

physics.geo-ph2023

Three-dimensional granular flow simulation using graph neural network-based learned simulator

Yongjin Choi, Krishna Kumar

Reliable evaluations of geotechnical hazards like landslides and debris flow require accurate simulation of granular flow dynamics. Traditional numerical methods can simulate the c…

physics.geo-ph2023

Accelerating Particle and Fluid Simulations with Differentiable Graph Networks for Solving Forward and Inverse Problems

Krishna Kumar, Yongjin Choi

We leverage physics-embedded differentiable graph network simulators (GNS) to accelerate particulate and fluid simulations to solve forward and inverse problems. GNS represents the…

physics.geo-ph2023★ 2 cited

Graph Neural Network-based surrogate model for granular flows

Yongjin Choi, Krishna Kumar

Accurate simulation of granular flow dynamics is crucial for assessing various geotechnical risks, including landslides and debris flows. Granular flows involve a dynamic rearrange…

physics.geo-ph2022★ 1 cited

A machine learning approach to predicting pore pressure response in liquefiable sands under cyclic loading

Yongjin Choi, Krishna Kumar

Shear stress history controls the pore pressure response in liquefiable soils. The excess pore pressure does not increase under cyclic loading when shear stress amplitude is lower…