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03 tháng 03 năm 2012

Võ Nhật Luân

TIẾN SĨ

Học phần giảng dạy:

🔹Cơ học đất

🔹Địa chất công trình

🔹Nền móng công trình

Các công bố khoa học:

Prediction of Ground Subsidence During Underground Construction of Metro line 2, Section 1, Ben Thanh - Tham Luong, Journal of the Polish Mineral Engineering Society, pages 543-553, Vol.1, No.2, 2021, ISSN: 1640-4920

Consolidation Properties of Ho Chi Minh City Soil, Vietnam, Iraqi Geological Journal, Pages 1-10, Vol.54, No.1A, 2021, ISSN: 2663-8754.

Assessment of liquefaction potential of sand distributed in the 1 District, Hochiminh City, Journal of Mining and Earth Sciences Vol. 63, Issue 5 (2022) 1 - 10.

A Novel Methodological Approach to assessing Deformation and Force in Barrette Walls using FEM and ANOVA, Engineering, Technology & Applied Science Research, Vol. 14, No. 5, 2024, 16395-16403, DOI:https://doi.org/10.48084/etasr.7975

Assessing Barrette Wall Stability in Critical Sections during Excavation Using Statistical Testing, Civil Engineering and Architecture 12(6): 3810-3823, 2024. DOI: 10.13189/cea.2024.120606

Ultimate Bearing Capacity of Clay Soils Determined Using Finite Element Analysis and Derivative‑based Cubic Regression, Transportation Infrastructure Geotechnology, (2025) 12:7. https://doi.org/10.1007/s40515-024-00467-7

Ultimate Bearing Capacity of Bored Piles Determined Using Finite Element Analysis and Cubic Regression, Transportation Infrastructure Geotechnology, (2025) 12:26, https://doi.org/10.1007/s40515-024-00491-7

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

Nonlinear Regression, Engineering, Technology & Applied Science Research, Vol. 14, No. 6, 2024, 18967-18972, DOI: https://doi.org/10.48084/etasr.8938.

Natural Construction Materials for Road Construction: A Case Study in

Ninh Thuan Province, Viet Nam, Iraqi Geological Journal, 2025, 58 (1B), 193-206.

Ultimate Bearing Capacity of Bored Piles in Clayey Sand Determined Using Artificial Neural Networks, Transportation Infrastructure Geotechnology (2025) 12:132, https://doi.org/10.1007/s40515-025-00592-x.

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

Barrette Walls, Engineering, Technology & Applied Science Research Vol. 15, No. 3, 2025, 22246-22251, DOI: https://doi.org/10.48084/etasr.10026.

Enhancing the Prediction Capabilities for Barrette Wall Displacement Using the Finite

Element Method and Artificial Neural Networks, Engineering, Technology & Applied Science Research Vol. 15, No. 4, 2025, 25207-25212, DOI: https://doi.org/10.48084/etasr.11631.

A Novel Approach to Predicting Horizontal Displacement of Riverbank Retaining Walls, Transportation Infrastructure Geotechnology (2025) 12:76, https://doi.org/10.1007/s40515-025-00534-7.

Assessment of the Impact of Pile Characteristics on the Horizontal Displacement of Retaining

Walls under Heavy Rainfall: A Case Study in Vietnam, Engineering, Technology & Applied Science Research Vol. 15, No. 2, 2025, 21208-21213, DOI: https://doi.org/10.48084/etasr.9957.

XGBoost-Based Prediction of Bored Pile Settlement on Clayey Sand Using FEM-Based Data, Transportation Infrastructure Geotechnology (2025) 12:180, https://doi.org/10.1007/s40515-025-00645-1.

Enhancing Bored Pile Settlement Prediction in Silty Clay Using a Genetic Algorithm Optimized XGBoost Model, Transportation Infrastructure Geotechnology (2025) 12:205, https://doi.org/10.1007/s40515-025-00673-x.

Hybrid Machine Learning for Predicting Bored Pile Settlement in Clayey Sand: A Comparative Study Using FEM Data, Transportation Infrastructure Geotechnology (2025) 12:235, https://doi.org/10.1007/s40515-025-00697-3.


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