곽동엽

박정선

안재광

유진권

강재모

윤지남

김명일

박재만

이동근

이동혁

안창윤

이용국

이영석

한정우

이현우

이승찬

김재연

김기태

김세철

이창진

배재훈

신종호

장재훈

유재호

곽연석

이규열

김현관

김태균

김정규

박천익

이종후

곽형주

송석민

정현철

김상진

김택진

이상민

백종민

정현일

김정현

김창주

박상훈

전승민

강지은

이한솔

이경수

권순재

김채영

노희범

이충현

최준헌

김해원

The Geo System Research Laboratory at Hanyang University focuses on advanced computational methods to solve challenging geotechnical engineering problems. Our primary interests include geotechnical earthquake engineering, soil-structure interaction, and numerical analysis of underground structures. We specialize in seismic analysis of underground structures, liquefaction assessment, seismic slope stability, and the development of innovative numerical simulation tools. Advanced computational methods for geotechnical earthquake engineering, soil-structure interaction, and numerical analysis.

한양대학교 지반시스템연구실은 난해한 지반공학적 문제를 해결하기 위한 고급 전산 방법에 중점을 둡니다. 우리의 주요 관심사는 지반 지진 공학, 흙-구조물 상호작용, 지하 구조물의 수치 해석입니다. 우리는 지하 구조물의 지진 해석, 액상화 평가, 지진 시 사면 안정성, 그리고 혁신적인 수치 시뮬레이션 도구 개발을 전문으로 합니다. 지반 지진 공학, 흙-구조물 상호작용, 수치 해석을 위한 고급 전산 방법.

Seismic damage assessment of RC box tunnels using pseudostatic approach considering soil-structure interaction

Sensitivity Analysis of Numerical Coherency Model for Rock Sites

Numerical Estimation of Seismic Earth Pressure on Walls of Basements Underlain by Bedrock

Assessment of liquefaction potential using simplified method and one-dimensional effective stress ground response analysis during 2017 Pohang earthquake in South Korea

Rapid damage state classification for underground box tunnels using machine learning

Geotechnical data based seismic microzonation in Seoul using region-specific and code-based site amplification models

Evaluation of modified frequency dependent equivalent linear method for deconvolution site response analysis

Seismic Performance Management of Aged Road Facilities in Korea: Part 1—Fragility Curves

Probabilistic assessment of seismic performance of slopes considering the sensitivity of sliding surface to input motion

Predicting blast-induced damage and dynamic response of drill-and-blast tunnel using three-dimensional finite element analysis

Re-evaluation of One-Dimensional Site Response Methods Using Vs Adjusted Borehole Arrays

Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea

Spatial coherency analysis of seismic motions from a hard rock site dense array in Busan, Korea

Novel method to estimate horizontal variability of shear wave velocity through multichannel analysis of surface waves

Site amplification prediction model of shallow bedrock sites based on machine learning models

Seismic damage evaluation of double-box metro tunnel accounting for soil stiffness using three-dimensional finite element analysis

Selection of efficient earthquake intensity measures for evaluating seismic fragility of concrete face rockfill dam

Estimation of VS30 using shallow depth time-averaged shear wave velocity of Rawalpindi–Islamabad, Pakistan

Development of site classification system and seismic site coefficients for Korea

Seismic fragility assessment for cantilever retaining walls with various backfill slopes in South Korea

Novel hybrid MFO-XGBoost model for predicting the racking ratio of the rectangular tunnels subjected to seismic loading

Numerical response of pile foundations in granular soils subjected to lateral load

Analysis of surface settlement troughs induced by twin shield tunnels in soil: A case study

Influence of horizontally variable soil properties on nonlinear seismic site response and ground motion coherency

Evaluation of Indirect-Heated Microwave Thermal Desorption Treatment on Engineering Properties of Lubricant-Contaminated Soil

Assessment of heavy metal and oil-contaminated silty sand treatment by electrical resistance heating method

Effect of characteristics of ground motion on seismically induced sliding surface of slopes

Testing ground-motion prediction equations against moderate magnitude earthquake data recorded in Korea

Development of Simulation Based p-Multipliers for Laterally Loaded Pile Groups in Granular Soil Using 3D Nonlinear Finite Element Model

Simulation-based site amplification model for shallow bedrock sites in Korea

Testing performance of pore pressure models implemented in one-dimensional site response analysis program against centrifuge test data measured in mildly sloping ground

Effect of intra-layer vs fluctuation on linear seismic site response

Estimation of seismically induced longitudinal strain in pipelines subjected to incident shear wave

Mitigation Method of Rockfall Hazard on Rock Slope Using Large-Scale Field Tests and Numerical Simulations

Estimation of distribution factor for peak penetration resistance prediction of spudcan foundations in loose to medium-dense sand overlying clay

Effect of nonlinear soil model on seismic response of slopes composed of granular soil

Deformation characteristics of tunnel bottom after construction under geological conditions of long-term deformation

A site-specific response analysis: A case study in Hanoi, Vietnam

Numerical simulation of damage evolution of Daikai station during the 1995 Kobe earthquake

Estimation of seismically-induced crest settlement of earth core rockfill dams

Effect of Flexibility Ratio on Seismic Response of Cut-and-Cover Box Tunnel

Seismic damage analysis of box metro tunnels accounting for aspect ratio and shear failure

Multi-platform soil-structure interaction simulation of Daikai subway tunnel during the 1995 Kobe earthquake

Seismic vulnerability assessment of rectangular cut-and-cover subway tunnels

Seismic response of circular tunnels in jointed rock

Estimation of Drained Shear Strength of Granular Soil from Shear Wave Velocity and Confining Stress

USGS hazard map compatible depth-dependent seismic site coefficients for the Upper Mississippi Embayment

Development of normalized liquefaction resistance curve for clean sands

Vertical bearing capacity of bucket foundation in sand overlying clay

Detection of cavities around concrete sewage pipelines using impact-echo method

Prediction of near-field wave attenuation due to a spherical blast source

Supplementing Vs30 with H/V Spectral Ratios for Predicting Site Effects

Damage analysis of cut-and-cover tunnel structures under seismic loading

Vertical bearing capacity of bucket foundations in sand

Pore pressure model based on accumulated stress

Prediction of seismic displacement of dry mountain slopes composed of a soft thin uniform layer

Selection of the optimal frequencies of viscous damping formulation in nonlinear time-domain site response analysis

Development of a loading platen containing a cylindrical roller bearing to reduce frictional constraint at the boundary

Computational coupled method for multiscale and phase analysis

Analysis of round robin test on seismic site response analysis

Development of probabilistic seismic site coefficients of Korea

Experimental and numerical analysis of an opening in a jointed rock mass under biaxial compression

Flexural rigidity and ductility of high-strength reinforced polyester polymer concrete beams

Development of generalised formula for dynamic active earth pressure

Evaluation of liquefaction potential of port structures with earthquake magnitude adjustment

Simulation of tunnel response under spatially varying ground motion

Effect of limestone filler on the deterioration of mortars and pastes exposed to sulfate solutions at ambient temperature

Soil-Column Depth-Dependent Seismic Site Coefficients and Hazard Maps for the Upper Mississippi Embayment

Rate-dependent soil behavior in seismic site response analysis

Simulation of Inundation at Imwon Port during 1983 Central East Sea Tsunami

Construction of double track subway tunnel in the alluvial soils with shallow overburden

Ovaling deformations of circular tunnels under seismic loading, an update on seismic design and analysis of underground structures

Evaluation of seismic site factors in the Mississippi Embayment. II. Probabilistic seismic hazard analysis with nonlinear site effects

Evaluation of seismic site factors in the Mississippi Embayment. I. Estimation of dynamic properties

Soil damping formulation in nonlinear time domain site response analysis

Viscous damping formulation and high frequency motion propagation in non-linear site response analysis

Non-linear one-dimensional seismic ground motion propagation in the Mississippi embayment

Seismic Microzonation of Seoul Based on Integrated Analysis of Borehole and Geophysical Data

Predicting Single-hole Blast-induced Fracture Zone Using Finite Element Analysis

Parametric Study on Seismic Earth Pressure Through Dynamic Numerical Analyses of Basements

Development of Modified Flexibility Ratio-Racking Ratio Relationship of Box Tunnels Subjected to Earthquake Loading Considering Rocking

Seismic performance evaluation of existing road tunnels based on revised seismic design code

Determining of Ground Condition Criteria for Dam Reinforced RIM Grouting

Investigation of Spudcan Penetration Resistance in Layered Soil Deposits

Evaluation of the Behavioral Characteristics of Soil Nail Using High-strength Steel Pipe through Field Test

Dynamic Factor of Safety Calculation of Slope by Nonlinear Response History Analysis

Seismic fragility evaluation of inverted T-type wall with a backfill slope considering site conditions

Study on Asymmetric Settlement Trough induced by the 2nd Tunneling of Twin Shield Tunnels in Clay

Case study on design and construction for cross-connection tunnel using large steel pipe thrust method in soil twin shield tunnels underneath airport

Stability evaluation of existing subway structure by adjacent excavation in urban tunnelling

Investigation of effect of input ground motion on the failure surface of mountain slopes

Evaluation of Liquefaction Triggering for the Pohang Area Based on SPT and CPT Tests

Analysis of Damage Cases of Reinforced Earth Retaining Walls for Expressways at the Time of Introduction 30 Years

Evaluation of the Influence of Shear Strength Correction through a Comparative Study of Nonlinear Site Response Models

Estimation of Permanent Displacement of Gravity Quay Wall Considering Failure Surface under Seismic Loading

Seismic Margin Assessment of Concrete Retaining Walls

Dynamic Earth Pressure on Embedded Structure

Extracting Foundation Input Motion Considering Soil-Subterranean Level Kinematic Interaction

Seismic Fragility Evaluation of Cut-and-cover Tunnel

Evaluation of Correlation between Earthquake Induced Settlement of Fill Dams and Ground Motion Parameters

Geo System Research Laboratory

교수님 소개

박두희

연구실 소개

연구실 키워드

알럼나이가 간 회사

연구실 지원 방법

대우 조건

연도별 논문 인용수

저널 & 학회 논문 출판 수

연구실 논문 목록

Seismic damage assessment of RC box tunnels using pseudostatic approach considering soil-structure interaction

Sensitivity Analysis of Numerical Coherency Model for Rock Sites

Numerical Estimation of Seismic Earth Pressure on Walls of Basements Underlain by Bedrock

연구실 보유 특허

대학별 입시끈

우리 연구실 모집

교수님 소개

박두희

연구실 키워드

알럼나이가 간 회사

연구실 지원 방법

대우 조건

연도별 논문 인용수

저널 & 학회 논문 출판 수

연구실 논문 목록

Seismic damage assessment of RC box tunnels using pseudostatic approach considering soil-structure interaction

Sensitivity Analysis of Numerical Coherency Model for Rock Sites

Numerical Estimation of Seismic Earth Pressure on Walls of Basements Underlain by Bedrock

연구실 보유 특허

최근 3년간 연구실적 높은 연구실

대학별 입시끈

우리 연구실 모집