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researcher

H. Bui

6 papers hereh-index 445.9k citations148 works total

Matching runs newest-first, so older work may not be attached to this profile yet.

author position
  • first author1
  • middle author3
  • last author1

Across the 5 of 6 papers where every author was matched, so the position is known.

fields
  • cs.CE4
  • physics.geo-ph2
same name
  • H. Bui — 33 papers, h 12
  • H. Bui — 29 papers, h 35
  • H. Bui — 15 papers, h 19
  • H. Bui — 6 papers, h 5
  • H. Bui — 4 papers, h 3
  • H. Bui — 3 papers, h 11

Either other researchers who publish under this name, or the same person where the external sources have not merged their records.

identity via Semantic Scholar / OpenAlex

most citedFailure Mechanism of True 2D Granular Flows

34 citations · 37 across the 6 of their papers we have counts for

collaborators
Showing cs.CEShow all

4 papers · 1 filter

cs.CE2015★ 1 cited

A Study of the Matter of SPH Application to Saturated Soil Problems

H. Bui, R. Fukagawa, K. Sako

We present an application of SPH to saturated soilproblems. Herein, the standard SPH formulation was improved to model saturated soil. It is shown that the proposed formulation cou…

cs.CE2015

Seismic Earth Pressure Development in Sheet Pile Retaining Walls: A Numerical Study

P. Rajeev, Ha H. Bui, N. Sivakugan

The design of retaining walls requires the complete knowledge of the earth pressure distribution behind the wall. Due to the complex soil-structure effect, the estimation of earth…

cs.CE2015★ 1 cited

Large deformation and post-failure simulations of segmental retaining walls using mesh-free method (SPH)

H. H. Bui, J. A. Kodikara, R. Pathegama +2

Numerical methods are extremely useful in gaining insights into the behaviour of reinforced soil retaining walls. However, traditional numerical approaches such as limit equilibriu…

cs.CE2015★ 1 cited

Numerical modelling of sandstone uniaxial compression test using a mix-mode cohesive fracture model

Yilin Gui, Ha H. Bui, Jayantha Kodikara

A mix-mode cohesive fracture model considering tension, compression and shear material behaviour is presented, which has wide applications to geotechnical problems. The model consi…

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Not affiliated with arXiv. Researcher data from Semantic Scholar (ODC-BY) and OpenAlex.