D
Doohyun Kyung
Researcher at Yonsei University
Publications - 24
Citations - 1218
Doohyun Kyung is an academic researcher from Yonsei University. The author has contributed to research in topics: Pile & Transmission tower. The author has an hindex of 7, co-authored 24 publications receiving 1152 citations. Previous affiliations of Doohyun Kyung include Korea Electric Power Corporation.
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Comparative Influences of Precipitation and River Stage on Groundwater Levels in Near-River Areas
TL;DR: In this paper, the authors investigated the influence of precipitation and river stage on the sustainable performance of foundations of various urban buildings and infrastructures, as GWL causes changes in the stress state within soil.
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Estimation of Lateral Load Capacity of Rigid Short Piles in Sands Using CPT Results
TL;DR: In this article, a cone penetration test (CPT)-based methodology for the estimation of the ultimate lateral pile load capacity Hu was proposed, which can take full account of entire soil profile through the CPT cone resistance qc.
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Vertical load-carrying behavior and design models for micropiles considering foundation configuration conditions
TL;DR: In this article, the vertical load-carrying behavior of micropile foundations with various configuration conditions was investigated based on results from model load tests, and the authors proposed a loadcarrying mechanism for the inclined condition of the micropiles based on the decomposed axial and lateral load and resistance components.
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Interpretative analysis of lateral load-carrying behavior and design model for inclined single and group micropiles
Doohyun Kyung,Junhwan Lee +1 more
TL;DR: In this article, the lateral load carrying capacity of micropiles was investigated focusing on the effect of the micropile inclination, and a series of model load tests was conducted for both single and multi-micropiles.
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Improved Performance of Connected Foundations for Resilient Energy Transmission Infrastructure in Soft Soils
TL;DR: In this paper, the performance of electrical transmission towers reinforced with connected beams was investigated using a series of field load tests, and a design model was proposed that can be used to evaluate the sustainable performance and load carrying capacity of connected foundations.