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Publication list

The list covers journal articles, conference papers and book chapters authored by the members, both international and domestic.

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Showing 1 to 18 of 18 publications

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1.
A Novel Approach to Predicting Horizontal Displacement of Riverbank Retaining Walls
Phuong Tuan Nguyen, Truong Xuan Dang, Tuan Anh Nguyen, Luan Nhat Vo, Hoa Van Vu Tran
Transportation Infrastructure Geotechnology, Volume 12, article number 76, 2025
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
- Impact factor: 2.600
2.
A new approach for Quantitative Precipitation Estimation from Radar Reflectivity
Thi-Linh Dinh, Dai-Khanh Phung, Seon-Ho Kim, Deg-Hyo Bae
Tạp chí Q1 về tài nguyên nước, 2025
- Journal article
- Journal quartile Q1
- Indexed in SCI
- Impact factor: 6.300
3.
A novel hybrid model for hourly streamflow and water level prediction from radar reflectivity using deep learning approaches
Thi-Linh Dinh, Dai-Khanh Phung, Hyun-Han Kwon, Deg-Hyo Bae
Water Resources Management, 39, 5929-5948, 2025
- Journal article
- Journal quartile Q1
- Indexed in SCI
- Impact factor: 4.700
4.
Assessment of the Impact of Pile Characteristics on the Horizontal Displacement of Retaining Walls under Heavy Rainfall: A Case Study in Vietnam
Phuong Tuan Nguyen, Luan Nhat Vo, Truong Xuan Dang, Hoa Van Vu Tran, Tuan Anh Nguyen
Engineering, Technology & Applied Science Research, Vol. 15, No. 2, 21208-21213, 2025
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
5.
Deep Excavation Success Prediction: A Hybrid Approach with FEA and Machine Learning
Phuong Nguyen Tuan, Tuan Nguyen Anh, Truong Dang Xuan, Hoa Tran Vu Van
Transportation Infrastructure Geotechnology, Volume 12, article number 93, 2025
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
- Impact factor: 2.600
6.
Enhancing Horizontal Displacement Prediction of Shoring Systems in Deep Urban Excavations Using Artificial Neural Networks
Phuong Tuan Nguyen, Tuan Anh Nguyen, Truong Xuan Dang, Hoa Van Vu Tran
Civil Engineering and Architecture, 13(3), 1616-1623, 2025
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
7.
Enhancing Vertical Displacement Prediction of Soil during Deep Excavation Using Artificial Neural Networks
Tuan Nguyen Anh, Phuong Nguyen Tuan, Truong Dang Xuan, Hoa Tran Vu Van
Transportation Infrastructure Geotechnology, Volume 12, article number 121, 2025
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
- Impact factor: 2.600
8.
Enhancing the Accuracy in Predicting the Maximum Bearing Capacity of Bored Piles Using Derivative Analysis and FEM Simulation
Tuan Nguyen Anh, Truong Dang Xuan, Phuong Nguyen Tuan, Hoa Tran Vu Van
Transportation Infrastructure Geotechnology, Volume 12, article number 77, 2025
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
- Impact factor: 2.600
9.
Impact of Barrette Wall Thickness on Displacement and Force in Deep Excavation Project
Truong Xuan Dang, Tuan Anh Nguyen, Hoa Van Vu Tran, Phuong Tuan Nguyen, Luan Nhat Vo
International Journal of GEOMATE, Vol. 28, Issue 125, 75-82, 2025
- Journal article
- Journal quartile Q3
- Indexed in SCI
- Indexed in Scopus
- Impact factor: 0.900
10.
Integration of FEM-ANN Methods for Predicting the Horizontal Displacement of Barrette Walls
Truong Xuan Dang, Luan Nhat Vo, Phuong Tuan Nguyen, Hoa Van Vu Tran, Tuan Anh Nguyen
Engineering, Technology & Applied Science Research, Vol. 15, No. 2, 21526-21531, 2025
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
11.
Ultimate Bearing Capacity of Bored Piles Determined Using Finite Element Analysis and Cubic Regression
Truong Xuan Dang, Tuan Nguyen Anh, Phuong Tuan Nguyen, Luan Nhat Vo, Hoa Van Vu Tran
Transportation Infrastructure Geotechnology, Volume 12, article number 26, 2025
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
- Impact factor: 2.600
12.
A Novel Methodological Approach to assessing Deformation and Force in Barrette Walls using FEM and ANOVA
Luan Nhat Vo, Truong Xuan Dang, Phuong Tuan Nguyen, Hoa Van Vu Tran, Tuan Anh Nguyen
Engineering, Technology & Applied Science Research, Volume 14, Issue 5, 16395-16403, 2024
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
13.
Assessing Barrette Wall Stability in Critical Sections during Excavation Using Statistical Testing
Phuong Tuan Nguyen, Luan Nhat Vo, Truong Xuan Dang, Hoa Van Vu Tran, Tuan Anh Nguyen
Civil Engineering and Architecture, Vol. 12(6), 3797-3809, 2024
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
14.
Determination of the Ultimate Bearing Capacity of a Single Barrette Wall using FEA and Cubic Nonlinear Regression
Truong Xuan Dang, Phuong Tuan Nguyen, Luan Nhat Vo, Hoa Van Vu Tran, Tuan Anh Nguyen
Engineering, Technology & Applied Science Research, Volume 14, Issue 6, 18967-18972, 2024
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
15.
Enhancing Soil Elastic Modulus Estimation through Derivative Calculations and Consolidation Test
Truong Xuan Dang, Tuan Anh Nguyen, Phuong Tuan Nguyen, Hoa Van Vu Tran
International Journal of GEOMATE, Vol. 27, Issue 121, 77-84, 2024
- Journal article
- Journal quartile Q3
- Indexed in SCI
- Indexed in Scopus
- Impact factor: 0.900
16.
Optimization of Barrette Wall Depths for Urban Excavation Stability Using FEM and ANOVA Testing
Truong Xuan Dang, Phuong Tuan Nguyen, Tuan Anh Nguyen, Hoa Van Vu Tran
Civil Engineering and Architecture, Vol. 12(5), 3530-3544, 2024
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
17.
Overall Assessment of Deformation and Force of Diaphragm Wall Joints during the Stages of Deep Excavation Construction
Phuong Nguyen Tuan, Truong Dang Xuan, Tuan Nguyen, Hoa Tran Vu Van
International Journal for Computational Civil and Structural Engineering, Volume 20, Issue 2, 163-176, 2024
- Journal article
- Journal quartile Q3
- Indexed in SCI
- Indexed in Scopus
18.
Ultimate Bearing Capacity of Clay Soils Determined Using Finite Element Analysis and Derivative-based Cubic Regression
Phuong Tuan Nguyen, Truong Xuan Dang, Tuan Nguyen Anh, Luan Nhat Vo, Hoa Van Vu Tran
Transportation Infrastructure Geotechnology, Volume 12, article number 7, 2024
- Journal article
- Journal quartile Q2
- Indexed in SCI
- Indexed in Scopus
- Impact factor: 2.600

Publication list

Ask SIGMA

A Novel Approach to Predicting Horizontal Displacement of Riverbank Retaining Walls

A new approach for Quantitative Precipitation Estimation from Radar Reflectivity

A novel hybrid model for hourly streamflow and water level prediction from radar reflectivity using deep learning approaches

Assessment of the Impact of Pile Characteristics on the Horizontal Displacement of Retaining Walls under Heavy Rainfall: A Case Study in Vietnam

Deep Excavation Success Prediction: A Hybrid Approach with FEA and Machine Learning

Enhancing Horizontal Displacement Prediction of Shoring Systems in Deep Urban Excavations Using Artificial Neural Networks

Enhancing Vertical Displacement Prediction of Soil during Deep Excavation Using Artificial Neural Networks

Enhancing the Accuracy in Predicting the Maximum Bearing Capacity of Bored Piles Using Derivative Analysis and FEM Simulation

Impact of Barrette Wall Thickness on Displacement and Force in Deep Excavation Project

Integration of FEM-ANN Methods for Predicting the Horizontal Displacement of Barrette Walls

Ultimate Bearing Capacity of Bored Piles Determined Using Finite Element Analysis and Cubic Regression

A Novel Methodological Approach to assessing Deformation and Force in Barrette Walls using FEM and ANOVA

Assessing Barrette Wall Stability in Critical Sections during Excavation Using Statistical Testing

Determination of the Ultimate Bearing Capacity of a Single Barrette Wall using FEA and Cubic Nonlinear Regression

Enhancing Soil Elastic Modulus Estimation through Derivative Calculations and Consolidation Test

Optimization of Barrette Wall Depths for Urban Excavation Stability Using FEM and ANOVA Testing

Overall Assessment of Deformation and Force of Diaphragm Wall Joints during the Stages of Deep Excavation Construction

Ultimate Bearing Capacity of Clay Soils Determined Using Finite Element Analysis and Derivative-based Cubic Regression