Thông tin nhà nghiên cứu KH&CN

Data-driven surrogate modeling of seismic uplift capacity for strip anchors in frictional–cohesive soils with surcharge using isogeometric analysis

Optimized prediction of tunnel stability using advanced machine learning and an ANN-based analytical expression

Hybrid machine learning for predicting hydration heat in pipe-cooled mass concrete structures

Sustainable foundation design: Hybrid TLBO-XGB model with confidence interval enhanced load–displacement prediction for PGPN piles

Advanced 3D finite element limit analysis for assessing blowout stability in water main bursts

Probabilistic analysis of active earth pressures in spatially variable soils using machine learning and confidence intervals

Probabilistic assessment of passive earth pressures considering spatial variability of soil parameters and design factors

A novel closed-form solution for circular tunnels in cohesive-frictional soils using isogeometric analysis, upper bound limit analysis, and soft computing

Stability of rectangular tunnels in cohesive-frictional soil under surcharge loading using isogeometric analysis and Bayesian neural networks

Optimizing axial bearing capacity estimation of prebored grouted planted nodular (PGPN) pile: Enriched dataset and genetic algorithm approach

Hybrid deep learning and isogeometric analysis for bearing capacity assessment of sand over clay

Optimizing flexural strength of RC beams with recycled aggregates and CFRP using machine learning models

Passive earth pressure on vertical rigid walls with negative wall friction coupling statically admissible stress field and soft computing

An effective optimum design for passive viscous damping control using FVDs/VWDs in multi-story buildings

PHƯƠNG PHÁP VÀ THIẾT BỊ XÁC ĐỊNH CHUYỂN VỊ CỦA CỌC ĐỐT BÊ TÔNG TIỀN CHẾ THI CÔNG BẰNG PHƯƠNG PHÁP KHOAN HẠ KHI CHỊU TẢI (PRE-BORED GROUTED PLANTED NODULAR - PGPN)

Synergistic Integration of Isogeometric Analysis and Data-Driven Modeling for Enhanced Strip Footing Design on Two-Layered Clays: Advancing Geotechnical Engineering Practices

Axial Load-Bearing Capacity Solutions of PHC Nodular Pile: A New Advancement in Vietnam Engineering Practice

Building up a Dataset for Investigation of the Load Transfer Mechanism of Bored Piles from Case Histories in Vietnam

Predicting load–displacement of driven PHC pipe piles using stacking ensemble with Pareto optimization

Robust prediction of workability properties for 3D printing with steel slag aggregate using bayesian regularization and evolution algorithm

Innovative numerical modeling for predicting soil relaxation in the design of twin circular culverts

Optimizing load-displacement prediction for bored piles with the 3mSOS algorithm and neural networks

Passive earth pressure in sand on inclined walls with negative wall friction based on a statically admissible stress field

Undrained sinkhole stability of circular cavity: a comprehensive approach based on isogeometric analysis coupled with machine learning

Unraveling seismic uplift behavior of plate anchors in frictional-cohesive soils: A comprehensive analysis through stability factors and machine learning

Enhanced earth pressure determination with negative wall-soil friction using soft computing

Bidirectional static loading tests on barrette piles. A case history from Ho Chi Minh City, Vietnam

Bidirectional load test in HoChiMinh City: a case history and lessons learned

Revisiting Active and Passive Earth Pressure Problems using Three Stability Factors

Soft Computing for Determining Base Resistance of Super-Long Piles in Soft Soil: A Coupled SPBO-XGBoost Approach

Coupling Isogeometric Analysis with Deep Learning for Stability Evaluation of Rectangular Tunnels

Analytical model for consolidation and bearing capacity of soft soil stabilized by combined PVD-deep cement mixing columns

Corrosion effect on bond behavior between rebar and concrete using Bayesian regularized feed-forward neural network

Evaluation of Residual Flexural Strength of Corroded Reinforced Concrete Beams using Convolutional Long Short-Term Memory Neural Networks

Statically admissible stress fields in conical sand valleys and heaps: a validation of Haar-von Kármán hypothesis

An exact solution of active earth pressures based on a statically admissible stress field

Prediction of axial load bearing capacity of PHC nodular pile using Bayesian regularization artificial neural network

Passive earth pressures with sloping backfill based on a statically admissible stress field

A novel direct SPT method to accurately estimate ultimate axial bearing capacity of bored PHC nodular piles with 81 case studies in Vietnam

Arching effect in sand piles under base deflection using geometrically non-linear isogeometric analysis

Plastic behaviors of asymmetric prismatic sand heaps on the verge of failure

INVESTIGATION OF ARCH ACTION IN SAND HEAPS USING A FULLY PLASTIC SOLUTION

SEISMIC STABILITY OF SANDY EMBANKMENT SUBJECTED TO THE BASAL SUBSIDENCE USING DYNAMIC CENTRIFUGAL MODEL

Numerical investigation of arch action in sand heap using elastic model based on isogeometric analysis method

Numerical investigation of arching effect in sand heap using an elastic model based on the method of isogeometric analysis

Dynamic response of sandy embankment against seismic loading using centrifuge model

Stress distribution in embankments due to basal subsidence using centrifuge models

Elastic stress distribution in triangular embankments using isogeometric analysis

Elastic stress distribution in triangular embankments using isogeometric analysis

Experimental realization of incipient active failure in sand heap by seismic loading

Stress distribution in valley using elastic solution based on isogeometric analysis

Stress distribution in elastic embankment using isogeometric analysis under Bézier extraction

TIẾP CẬN MỘT TRƯỜNG HỢP ĐẶC BIỆT TRONG BÀI TOÁN SỨC CHỊU TẢI BẰNG MỘT PHƯƠNG PHÁP SỐ MỚI

TÍNH TOÁN SỨC CHỊU TẢI CỦA MÓNG BĂNG TRÊN NỀN ĐẤT CÓ LỚP CÁT TRÊN LỚP SÉT BẰNG PHÂN TÍCH GIỚI HẠN DỰA TRÊN PHƯƠNG PHÁP ĐẲNG HÌNH HỌC

A new numerical method integrated isogeometric analysis and mathematical optimization applying in bearing capacity of interfering two strip footings on sand

A new numerical method isogeometric analysis and conic programming for the load bearing capacity problem of strip footing

ESTIMATION OF BEARING CAPACITY FACTOR Nq BY UPPER BOUND LIMIT ANALYSIS INTEGRATED ISOGEOMETRIC AND MATHEMATICAL OPTIMIZATION

A new numerical procedure based on isogeometric analysis and conic programming for bearing capacity of interfering multiple strip footing on sand

COMPUTATION OF BEARING CAPACITY OF STRIP FOOTING ON TWO LAYERS SOIL BY LIMIT ANALYSIS INTERGRATED ISOGEOMETRIC AND MATHEMATICAL OPTIMIZATION METHOD

Đánh giá ảnh hưởng của hệ số trọng lượng riêng của đất lên sức chịu tải của móng băng trên cơ sở lời giải phân tích giới hạn tích hợp phương pháp số đẳng hình học

NUMERICAL INVESTIGATION OF STRESS DIP IN EMBANKMENTS USING ELASTIC MODEL BASED ON ISOGEOMETRIC ANALYSIS METHOD

Stress distribution in conical sand heaps at incipient failure under active and passive conditions

A new numerical method integrated isogeometric analysis and mathematical optimization applying in bearing capacity of interfering two strip footings on sand

A new numerical method isogeometric analysis and conic programming for the load bearing capacity problem of strip footing

A new numerical procedure based on isogeometric analysis and conic programming for bearing capacity of interfering multiple strip footing on sand

A novel direct SPT method to accurately estimate ultimate axial bearing capacity of bored PHC nodular piles with 81 case studies in Vietnam

An exact solution of active earth pressures based on a statically admissible stress field

Analytical model for consolidation and bearing capacity of soft soil stabilized by combined PVD-deep cement mixing columns

Arching effect in sand piles under base deflection using geometrically non-linear isogeometric analysis

Bidirectional load test in HoChiMinh City: a case history and lessons learned

Bidirectional static loading tests on barrette piles. A case history from Ho Chi Minh City, Vietnam

COMPUTATION OF BEARING CAPACITY OF STRIP FOOTING ON TWO LAYERS SOIL BY LIMIT ANALYSIS INTERGRATED ISOGEOMETRIC AND MATHEMATICAL OPTIMIZATION METHOD

Corrosion effect on bond behavior between rebar and concrete using Bayesian regularized feed-forward neural network

Coupling Isogeometric Analysis with Deep Learning for Stability Evaluation of Rectangular Tunnels

Dynamic response of sandy embankment against seismic loading using centrifuge model

Elastic stress distribution in triangular embankments using isogeometric analysis

Enhanced earth pressure determination with negative wall-soil friction using soft computing

ESTIMATION OF BEARING CAPACITY FACTOR Nq BY UPPER BOUND LIMIT ANALYSIS INTEGRATED ISOGEOMETRIC AND MATHEMATICAL OPTIMIZATION

Evaluation of Residual Flexural Strength of Corroded Reinforced Concrete Beams using Convolutional Long Short-Term Memory Neural Networks

Experimental realization of incipient active failure in sand heap by seismic loading

INVESTIGATION OF ARCH ACTION IN SAND HEAPS USING A FULLY PLASTIC SOLUTION

Numerical investigation of arch action in sand heap using elastic model based on isogeometric analysis method

Numerical investigation of arching effect in sand heap using an elastic model based on the method of isogeometric analysis

NUMERICAL INVESTIGATION OF STRESS DIP IN EMBANKMENTS USING ELASTIC MODEL BASED ON ISOGEOMETRIC ANALYSIS METHOD

Passive earth pressures with sloping backfill based on a statically admissible stress field

Plastic behaviors of asymmetric prismatic sand heaps on the verge of failure

Prediction of axial load bearing capacity of PHC nodular pile using Bayesian regularization artificial neural network

Revisiting Active and Passive Earth Pressure Problems using Three Stability Factors

SEISMIC STABILITY OF SANDY EMBANKMENT SUBJECTED TO THE BASAL SUBSIDENCE USING DYNAMIC CENTRIFUGAL MODEL

Soft Computing for Determining Base Resistance of Super-Long Piles in Soft Soil: A Coupled SPBO-XGBoost Approach

Statically admissible stress fields in conical sand valleys and heaps: a validation of Haar-von Kármán hypothesis

Stress distribution in conical sand heaps at incipient failure under active and passive conditions

Stress distribution in elastic embankment using isogeometric analysis under Bézier extraction

Stress distribution in embankments due to basal subsidence using centrifuge models

Stress distribution in valley using elastic solution based on isogeometric analysis

TIẾP CẬN MỘT TRƯỜNG HỢP ĐẶC BIỆT TRONG BÀI TOÁN SỨC CHỊU TẢI BẰNG MỘT PHƯƠNG PHÁP SỐ MỚI

TÍNH TOÁN SỨC CHỊU TẢI CỦA MÓNG BĂNG TRÊN NỀN ĐẤT CÓ LỚP CÁT TRÊN LỚP SÉT BẰNG PHÂN TÍCH GIỚI HẠN DỰA TRÊN PHƯƠNG PHÁP ĐẲNG HÌNH HỌC

Unraveling seismic uplift behavior of plate anchors in frictional-cohesive soils: A comprehensive analysis through stability factors and machine learning

Đánh giá ảnh hưởng của hệ số trọng lượng riêng của đất lên sức chịu tải của móng băng trên cơ sở lời giải phân tích giới hạn tích hợp phương pháp số đẳng hình học

Phát triển các giải pháp số để tính toán sức chịu tải dọc trục của cọc ly tâm PHC theo phương pháp khoan hạ và ép dọc trục

Nghiên cứu sức chịu tải móng nông sử dụng phương pháp đẳng hình học và học máy

Nghiên cứu sức chịu tải cực hạn của cọc khoan nhồi tiết diện lớn sử dụng kết quả thử tải cọc O-cell