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Particle Flow Simulation Based on Hybrid IMB-DEM-LBM Approach with New Solid Fraction Calculation Scheme

Applied sciences, 2021-04, Vol.11 (8), p.3436

2021

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Numerical Application of a Proposed Material Constant Estimation Method Based on Ideal Mixing Theory

Applied sciences, 2022-07, Vol.12 (13), p.6528

2022

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Spatial Autocorrelation Incorporated Machine Learning Model for Geotechnical Subsurface Modeling

Applied sciences, 2023-04, Vol.13 (7), p.4497

2023

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Finite-Element Analysis on the Stability of Geotextile Tube–Reinforced Embankments under Scouring

International journal of geomechanics, 2015-04, Vol.15 (2)

2015

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Assessing the Influence of Land Cover and Climate Change Impacts on Runoff Patterns Using CA-ANN Model and CMIP6 Data

ISPRS international journal of geo-information, 2023-10, Vol.12 (10), p.401

2023

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Guidelines for Impact Echo Test Signal Interpretation Based on Wavelet Packet Transform for the Detection of Pile Defects

Applied sciences, 2020-04, Vol.10 (7), p.2633

2020

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Prediction of ultimate bearing capacity of shallow foundations on cohesionless soil using hybrid LSTM and RVM approaches: An extended investigation of multicollinearity

Computers and geotechnics, 2024-01, Vol.165, p.105912, Article 105912

2024

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Multi-hazard could exacerbate in coastal Bangladesh in the context of climate change

Journal of cleaner production, 2024-06, Vol.457, p.142289, Article 142289

2024

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Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level

Journal of geotechnical and geoenvironmental engineering, 2023-08, Vol.149 (8)

2023

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Optimizing urban water sustainability: Integrating deep learning, genetic algorithm, and CMIP6 GCM for groundwater potential zone prediction within a social-ecological-technological framework

Advances in space research, 2024-06, Vol.73 (12), p.5925-5948

2024

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Numerical Analysis of One-Dimensional Consolidation in Layered Clay Using Interface Boundary Relations in Terms of Infinitesimal Strain

International journal of geomechanics, 2011-02, Vol.11 (1), p.72-77

2011

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Introduction to a novel geotextile tube connection construction method: A case study of test site and field application

Geotextiles and geomembranes, 2024-08, Vol.52 (4), p.626-634

2024

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Evaluation of Helical Pile Performance in TRcM for Soft Ground Improvement: Insights from Field Test and Application

Advances in Civil Engineering, 2024-05, Vol.2024, p.1-13

2024

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Analysis of Negative Skin-Friction on Single Piles by One-Dimensional Consolidation Model Test

International Journal of Civil Engineering, 2018-10, Vol.16 (10), p.1445-1461

2018

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Hemp Seed Protein Hydrolysate Enriched with γ-Aminobutyric Acid and Peptides by Microbial Bioconversion

Fermentation (Basel), 2024-09, Vol.10 (9), p.483

2024

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Seismic Characteristics of a Geotextile Tube-Reinforced Embankment and Shallow Foundations Laid on Liquefiable Soil

Applied sciences, 2023-01, Vol.13 (2), p.785

2023

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Flow velocity and cell pair number effect on current efficiency in plating wastewater treatment through electrodialysis

Environmental Engineering Research, 2021, 26(2), , pp.1-7

2021

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Prognostic impact of GPR56 in patients with colorectal cancer

Neoplasma, 2021-01, Vol.68 (3), p.580-589

2021

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Numerical and field test verifications for the deformation behavior of geotextile tubes considering 1D and areal strain

Geotextiles and geomembranes, 2016-04, Vol.44 (2), p.209-218

2016

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Improved Evaluation of Equivalent Top-Down Load-Displacement Curve from a Bottom-Up Pile Load Test

Journal of geotechnical and geoenvironmental engineering, 2011-06, Vol.137 (6), p.568-578

2011

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Development of negative skin friction on single piles: uncoupled analysis based on nonlinear consolidation theory with finite strain and the load-transfer method

Canadian geotechnical journal, 2011-06, Vol.48 (6), p.905-914

2011

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Model Tests on Dredged Soil–Filled Geocontainers Used as Containment Dikes for the Saemangeum Reclamation Project in South Korea

International journal of geomechanics, 2016-04, Vol.16 (2)

2016

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Design charts for elastic pile shortening in the equivalent top–down load–settlement curve from a bidirectional load test

Computers and geotechnics, 2011-03, Vol.38 (2), p.167-177

2011

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Probabilistic evaluation of economical factor of safety for the geotechnical design of pile axial load capacity

KSCE journal of civil engineering, 2011-09, Vol.15 (7), p.1167-1176

2011

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Derivation of design charts based on the two-dimensional structural analysis of geotextile tubes

Structural engineering and mechanics, 2015-07, Vol.55 (2), p.349-364

2015

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Particle Flow Simulation Based on Hybrid IMB-DEM-LBM Approach with New Solid Fraction Calculation Scheme

Numerical Application of a Proposed Material Constant Estimation Method Based on Ideal Mixing Theory

Spatial Autocorrelation Incorporated Machine Learning Model for Geotechnical Subsurface Modeling

Finite-Element Analysis on the Stability of Geotextile Tube–Reinforced Embankments under Scouring

Assessing the Influence of Land Cover and Climate Change Impacts on Runoff Patterns Using CA-ANN Model and CMIP6 Data

Guidelines for Impact Echo Test Signal Interpretation Based on Wavelet Packet Transform for the Detection of Pile Defects

Prediction of ultimate bearing capacity of shallow foundations on cohesionless soil using hybrid LSTM and RVM approaches: An extended investigation of multicollinearity

Multi-hazard could exacerbate in coastal Bangladesh in the context of climate change

Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level

Optimizing urban water sustainability: Integrating deep learning, genetic algorithm, and CMIP6 GCM for groundwater potential zone prediction within a social-ecological-technological framework

Numerical Analysis of One-Dimensional Consolidation in Layered Clay Using Interface Boundary Relations in Terms of Infinitesimal Strain

Introduction to a novel geotextile tube connection construction method: A case study of test site and field application

Evaluation of Helical Pile Performance in TRcM for Soft Ground Improvement: Insights from Field Test and Application

Analysis of Negative Skin-Friction on Single Piles by One-Dimensional Consolidation Model Test

Hemp Seed Protein Hydrolysate Enriched with γ-Aminobutyric Acid and Peptides by Microbial Bioconversion

Seismic Characteristics of a Geotextile Tube-Reinforced Embankment and Shallow Foundations Laid on Liquefiable Soil

Flow velocity and cell pair number effect on current efficiency in plating wastewater treatment through electrodialysis

Prognostic impact of GPR56 in patients with colorectal cancer

Numerical and field test verifications for the deformation behavior of geotextile tubes considering 1D and areal strain

Improved Evaluation of Equivalent Top-Down Load-Displacement Curve from a Bottom-Up Pile Load Test

Development of negative skin friction on single piles: uncoupled analysis based on nonlinear consolidation theory with finite strain and the load-transfer method

Model Tests on Dredged Soil–Filled Geocontainers Used as Containment Dikes for the Saemangeum Reclamation Project in South Korea

Design charts for elastic pile shortening in the equivalent top–down load–settlement curve from a bidirectional load test

Probabilistic evaluation of economical factor of safety for the geotechnical design of pile axial load capacity

Derivation of design charts based on the two-dimensional structural analysis of geotextile tubes

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