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Relationships among Seepage, Water Level, and Rainfall of a Fill Dam by Decision Tree Analysis

Geofluids, 2022-06, Vol.2022, p.1-12

2022

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Behavior of Porewater Pressures in an Earth Dam by Principal Component Analysis

Water (Basel), 2022-02, Vol.14 (4), p.672

2022

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A Case Study for the Behavior of Consolidated Settlement Considering Overconsolidated Layer

KSCE journal of civil engineering, 2022-10, Vol.26 (10), p.4302-4316

2022

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A Study on Protection Measure for Water Level Fluctuation and Overflow Conditions in Earth-filled Embankment by Centrifuge Model Tests

International Journal of Civil Engineering, 2022-02, Vol.20 (2), p.139-149

2022

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A Case of Granulomatosis with Polyangiitis Concurrent Papillary Thyroid Cancer

Daihan angwa haghoi jabji, 2022-12, Vol.63 (12), p.1017-1022

2022

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Clinical Outcomes after Exchange of Diffractive Multifocal Intraocular Lenses with Monofocal Intraocular Lenses

Daihan angwa haghoi jabji, 2023-09, Vol.64 (9), p.768-776

2023

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Big Data in Psychological Research

APA Books, 2020

2020

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Lateral Earth Pressure Acting on Underground Retaining Structure in Clay Ground under Embankment Based on Centrifuge Model Tests

KSCE journal of civil engineering, 2004-07, Vol.8 (4), p.387-396

2004

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A Study on Geotechnical Centrifuge Testing Method for Seismic Performance Evaluation of Large Embankment Dams

Journal of the Earthquake Engineering Society of Korea, 2016-07, Vol.20 (4), p.201-209

2016

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Seepage behavior of drainage zoning in a concrete faced gravel-fill dam via centrifuge and numerical modeling

KSCE Journal of Civil Engineering, 2013, 17(5), , pp.949-958

2013

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Considerations on the stability analysis of the waterway slope reflecting ship-wave effect

Journal of the geological society of Korea, 2015-06, Vol.51 (3), p.303

2015

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Field Application for Evaluating Vertical Stress of Soil in Multilayered Ground

Journal of the Korean Society of Hazard Mitigation, 2021-08, Vol.21 (4), p.151-157

2021

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Study on the Design Settlement of Over-Consolidated Clay for a Complex Development

Journal of the Korean Society of Hazard Mitigation, 2020-08, Vol.20 (4), p.219-230

2020

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Wavelet-based Semblance Filtering of Geophysical Data and Its Application

Journal of the Korean earth science society, 2009-10, Vol.30 (6), p.692-698

2009

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Lateral Earth Pressure Acting on Underground Retaining Structure in Clay Ground under Embankment Based on Centrifuge Model Tests

KSCE Journal of Civil Engineering, 2004, 8(4), , pp.387-396

2004

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Quality of life for primary caregivers of muscular dystrophy patients in South Korea

Chinese medical journal, 2010-02, Vol.123 (4), p.452-457

2010

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Evaluation of Discharge Capacity for Gravel mat due to Geosynthetic Using Calibration Chamber Test

Journal of the Korean Geosynthetic Society, 2014-06, Vol.13 (2), p.11-20

2014

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Experimental Study on Heat Transfer Characteristic by Ground Heating Method

Journal of Korean Society of Hazard Mitigation, 2016-04, Vol.16 (2), p.331-340

2016

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Dissipation of Excess Pore Water Pressure in Soft Clay Foundation Under Embankment

KSCE Journal of Civil Engineering, 2003, 7(2), , pp.131-139

2003

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An Experimental Verification on the Efficiency of Geosynthetics on Crushed Stone Layer

Journal of the Korean Geotechnical Society, 2013-11, Vol.29 (11), p.17-27

2013

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Embankment Protection Method Against Overflow by Flood in Reservoir

Journal of Korean Society of Hazard Mitigation, 2013-02, Vol.13 (1), p.191-198

2013

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Improvement of Shallow Soil Using Electric Heating Equipment

Journal of the Korean Geotechnical Society, 2012-10, Vol.28 (10), p.41-54

2012

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Consolidation Analysis of Soils Improved by Partly Penetrated SCP with Degree of Consolidation and Replacement Ratio

Journal of the korean geosynthetic society, 2012-06, Vol.11 (2), p.11-20

2012

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The Evaluation of Seepage Characteristics in Reinforced Embankment Constructed on Low Permeable Clay Layer Through Centrifuge Model Tests

Journal of the Korean Geotechnical Society, 2012-05, Vol.28 (5), p.27-39

2012

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Characteristics of Reservoir Behavior According to Establishment Range of Waterproof Mat During Overflow

Journal of The Korean Society of Agricultural Engineers, 2010-03, Vol.52 (2), p.59-66

2010

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Relationships among Seepage, Water Level, and Rainfall of a Fill Dam by Decision Tree Analysis

Behavior of Porewater Pressures in an Earth Dam by Principal Component Analysis

A Case Study for the Behavior of Consolidated Settlement Considering Overconsolidated Layer

A Study on Protection Measure for Water Level Fluctuation and Overflow Conditions in Earth-filled Embankment by Centrifuge Model Tests

A Case of Granulomatosis with Polyangiitis Concurrent Papillary Thyroid Cancer

Clinical Outcomes after Exchange of Diffractive Multifocal Intraocular Lenses with Monofocal Intraocular Lenses

Big Data in Psychological Research

Lateral Earth Pressure Acting on Underground Retaining Structure in Clay Ground under Embankment Based on Centrifuge Model Tests

A Study on Geotechnical Centrifuge Testing Method for Seismic Performance Evaluation of Large Embankment Dams

Seepage behavior of drainage zoning in a concrete faced gravel-fill dam via centrifuge and numerical modeling

Considerations on the stability analysis of the waterway slope reflecting ship-wave effect

Field Application for Evaluating Vertical Stress of Soil in Multilayered Ground

Study on the Design Settlement of Over-Consolidated Clay for a Complex Development

Wavelet-based Semblance Filtering of Geophysical Data and Its Application

Lateral Earth Pressure Acting on Underground Retaining Structure in Clay Ground under Embankment Based on Centrifuge Model Tests

Quality of life for primary caregivers of muscular dystrophy patients in South Korea

Evaluation of Discharge Capacity for Gravel mat due to Geosynthetic Using Calibration Chamber Test

Experimental Study on Heat Transfer Characteristic by Ground Heating Method

Dissipation of Excess Pore Water Pressure in Soft Clay Foundation Under Embankment

An Experimental Verification on the Efficiency of Geosynthetics on Crushed Stone Layer

Embankment Protection Method Against Overflow by Flood in Reservoir

Improvement of Shallow Soil Using Electric Heating Equipment

Consolidation Analysis of Soils Improved by Partly Penetrated SCP with Degree of Consolidation and Replacement Ratio

The Evaluation of Seepage Characteristics in Reinforced Embankment Constructed on Low Permeable Clay Layer Through Centrifuge Model Tests

Characteristics of Reservoir Behavior According to Establishment Range of Waterproof Mat During Overflow

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