Junhwan Lee 
- (2024): A method for estimating coefficient of lateral earth pressure based on cone penetration tests. In: Soils and Foundations, v. 64, n. 3 (Juni 2024).
- (2024): A Method for Characterizing Stiffness of a Support System for Excavation Design. In: International Journal of Geomechanics, v. 24, n. 2 (Februar 2024).
- (2003): Behavior of Open- and Closed-Ended Piles Driven Into Sands. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 129, n. 4 (April 2003).
- (2023): Characterization of Wall Deflection and Ground Settlement for Irregular-Shaped Excavations with Changes in Corner Configuration. In: International Journal of Geomechanics, v. 23, n. 1 (Januar 2023).
- (2002): Stability Analysis of Complex Soil Slopes using Limit Analysis. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 128, n. 7 (Juli 2002).
- (2022): Dynamic p-y analysis method based on cone penetration test results for monopiles in sand. In: Soil Dynamics and Earthquake Engineering, v. 163 (Dezember 2022).
- (2022): Characterizing Optimum Casing Configuration for Laterally Loaded Micropiles with Inclined Condition. In: KSCE Journal of Civil Engineering, v. 26, n. 9 (1 August 2022).
- (2022): Probabilistic tunnel collapse risk evaluation model using analytical hierarchy process (AHP) and Delphi survey technique. In: Tunnelling and Underground Space Technology, v. 120 (Februar 2022).
- (2009): Normalized Resilient Modulus Model for Subbase and Subgrade Based on Stress-Dependent Modulus Degradation. In: Journal of Transportation Engineering, v. 135, n. 9 (September 2009).
- (2002): Estimation of Footing Settlement in Sand. In: International Journal of Geomechanics, v. 2, n. 1 (Januar 2002).
- (2020): Compressive Load-Carrying Behavior of Inclined Micropiles Installed in Soil and Rock Layers. In: International Journal of Geomechanics, v. 20, n. 9 (September 2020).
- (2021): Experimental and Numerical Studies on Load-Carrying Capacities of Encased Micropiles with Perforated Configuration under Axial and Lateral Loadings. In: International Journal of Geomechanics, v. 21, n. 6 (Juni 2021).
- (2021): Lateral Load Behavior of Inclined Micropiles Installed in Soil and Rock Layers. In: International Journal of Geomechanics, v. 21, n. 6 (Juni 2021).
- (2013): Calculation of the axial bearing capacity of tapered bored piles. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 166, n. 5 (Oktober 2013).
- (2015): Load-carrying behavior of tranmission-tower connected foundations subjected to different load directions. In: Soils and Foundations, v. 55, n. 3 (Juni 2015).
- (2008): In-Situ Evaluation of Strength and Dilatancy of Sands Based on CPT Results. In: Soils and Foundations, v. 48, n. 2 (April 2008).
- (2013): Assessment of K0 correlation to strength for granular materials. In: Soils and Foundations, v. 53, n. 4 (August 2013).
- (2011): Experimental Investigation of Laterally Loaded Piles in Sand Under Multilayered Conditions. In: Soils and Foundations, v. 51, n. 5 (Oktober 2011).
- (2009): Estimation of the Small-Strain Stiffness of Clean and Silty Sands using Stress-Strain Curves and CPT Cone Resistance. In: Soils and Foundations, v. 49, n. 4 (August 2009).
- (2019): Comparative Analysis of Axial Load Capacity for Piled-Raft Foundation with Changes in Groundwater Level. In: KSCE Journal of Civil Engineering, v. 23, n. 10 (August 2019).
- (2012): Effect of Soil Parameters on Elastic Characteristics of Subgrade Materials. In: Journal of Materials in Civil Engineering (ASCE), v. 24, n. 4 (April 2012).
- (2015): CPT-based p-y analysis for piles embedded in clays under cyclic loading conditions. In: KSCE Journal of Civil Engineering, v. 20, n. 5 (Oktober 2015).
- (2018): Assessment of load sharing behavior for micropiled rafts installed with inclined condition. In: Engineering Structures, v. 172 (Oktober 2018).
- (2013): A holistic numerical approach to simulating the thermal and mechanical behaviour of a tunnel lining subject to fire. In: Tunnelling and Underground Space Technology, v. 35 (April 2013).
- (2016): Determination of the combined heat transfer coefficient to simulate the fire-induced damage of a concrete tunnel lining under a severe fire condition. In: Tunnelling and Underground Space Technology, v. 54 (April 2016).
Structurae kooperiert mit
