Search Results - "Park, Duhee"
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Predicting Blast-Induced Damage and Dynamic Response of Drill-and-Blast Tunnel Using Three-Dimensional Finite Element Analysis
Published in Applied sciences (01-07-2024)“…The significance of predicting the dynamic response and damage of an existing concrete tunnel during underground blasting has increased owing to the close…”
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2
Site amplification prediction model of shallow bedrock sites based on machine learning models
Published in Soil dynamics and earthquake engineering (1984) (01-03-2023)“…Prediction of the site amplification is of primary importance for a site-specific seismic hazard assessment. A large suite of both empirical and…”
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3
Detection of cavities around concrete sewage pipelines using impact-echo method
Published in Tunnelling and underground space technology (01-05-2017)“…•We detect cavities formed around concrete sewage pipelines using impact echo method.•We develop a new impact device to apply a consistent impact energy.•A new…”
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4
Simulation-based site amplification model for shallow bedrock sites in Korea
Published in Earthquake spectra (01-08-2021)“…A new simulation-based site amplification model for shallow sites with thickness less than 30 m in Korea is developed. The site amplification model consists of…”
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Influence of horizontally variable soil properties on nonlinear seismic site response and ground motion coherency
Published in Earthquake engineering & structural dynamics (01-03-2022)“…The objective of this study is to quantify the effect of the spatial variability of soil properties on site response and ground motion coherency. A 2D random…”
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6
Evaluation of Indirect-Heated Microwave Thermal Desorption Treatment on Engineering Properties of Lubricant-Contaminated Soil
Published in Applied sciences (01-05-2022)“…Soil pollution caused by oil leakage from various industrial facilities such as gas stations, oil plants, military bases, and railway depots has become a…”
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Development of Simulation Based p-Multipliers for Laterally Loaded Pile Groups in Granular Soil Using 3D Nonlinear Finite Element Model
Published in Applied sciences (01-01-2021)“…The behavior of laterally loaded pile groups is usually accessed by beam-on-nonlinear-Winkler-foundation (BNWF) approach employing various forms of empirically…”
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8
Assessment of Heavy Metal and Oil-Contaminated Silty Sand Treatment by Electrical Resistance Heating Method
Published in Applied sciences (01-05-2022)“…The feasibility of the electrical resistance heating method developed in this study was evaluated for the remediation of multi-contaminated silty sand in terms…”
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9
Estimation of VS30 using shallow depth time-averaged shear wave velocity of Rawalpindi–Islamabad, Pakistan
Published in Geomatics, natural hazards and risk (01-12-2023)“…The time-averaged shear wave velocity of top 30 m (VS30) is the most commonly used parameter to classify a site and evaluate its amplification characteristics…”
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10
Seismic Performance Management of Aged Road Facilities in Korea: Part 1 — Fragility Curves
Published in KSCE journal of civil engineering (01-05-2024)“…This study aimed to develop a decision-making support system for managing the seismic performance of aged road facilities in a road network, based on their…”
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Effect of Flexibility Ratio on Seismic Response of Cut-and-Cover Box Tunnel
Published in Advances in civil engineering (2019)“…Equivalent linear time history analyses are conducted to calculate the seismic response of various types of cut-and-cover single box tunnels. A finite-element…”
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12
Mitigation Method of Rockfall Hazard on Rock Slope Using Large-Scale Field Tests and Numerical Simulations
Published in Advances in civil engineering (2020)“…This paper presents the mitigation of rockfall hazard on the large-scale rock slope using the field tests with numerical simulation. To this end, field tests…”
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13
Estimation of Distribution Factor for Peak Penetration Resistance Prediction of Spudcan Foundations in Loose to Medium-Dense Sand Overlying Clay
Published in Applied sciences (01-12-2020)“…A series of 3D finite element (FE) analyses were performed to estimate the peak penetration resistance of spudcan foundations in sand over clay soil profiles…”
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14
A Site-Specific Response Analysis: A Case Study in Hanoi, Vietnam
Published in Applied sciences (01-06-2020)“…A series of one-dimensional (1-D) site response analyses were performed using the nonlinear (NL) and equivalent linear (EQL) approaches to assess the…”
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15
Seismic Damage Analysis of Box Metro Tunnels Accounting for Aspect Ratio and Shear Failure
Published in Applied sciences (01-08-2019)“…We performed a series of inelastic frame analyses for single, double, and triple reinforced concrete box tunnels to investigate their unique damage mechanisms…”
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16
Effect of Characteristics of Ground Motion on Seismically Induced Sliding Surface of Slopes
Published in Applied sciences (08-06-2021)“…The seismic performance of slopes is typically evaluated with a pseudo-static method using equivalent horizontal load or with Newmark sliding block analysis…”
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Effect of Nonlinear Soil Model on Seismic Response of Slopes Composed of Granular Soil
Published in Advances in civil engineering (2020)“…A series of two-dimensional finite element analyses are performed to simulate the seismic response of slope composed of granular soil. Four sets of input…”
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18
Simulation of tunnel response under spatially varying ground motion
Published in Soil dynamics and earthquake engineering (1984) (01-11-2009)“…Various components including wave scattering, wave passage, and site amplification effects cause the ground motion to vary spatially. The spatially varying…”
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19
Seismic Response of Circular Tunnels in Jointed Rock
Published in KSCE journal of civil engineering (01-04-2018)“…Although deformation along a weak joint under a strong seismic event can seriously damage the tunnel, the effect of joint has not yet been well understood or…”
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Estimation of Seismically-Induced Crest Settlement of Earth Core Rockfill Dams
Published in Applied sciences (01-10-2019)“…The settlement at the dam crest induced by earthquake loading is an important design parameter widely used to evaluate the seismic performance of dams…”
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