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    Book and Conference Proceedings

    Proceedings of the Indian Geotechnical Conference 2022 Volume 1

    Geotechnics: Learning, Evaluation, Analysis and Practice (GEOLEAP)

    Babu T. Jose, Dipak Kumar Sahoo in Lecture Notes in Civil Engineering (2024)

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    Book and Conference Proceedings

    Proceedings of the Indian Geotechnical Conference 2022 Volume 2

    Geotechnics: Learning, Evaluation, Analysis and Practice (GEOLEAP)

    Babu T. Jose, Dipak Kumar Sahoo in Lecture Notes in Civil Engineering (2024)

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    Chapter and Conference Paper

    Static and Dynamic Behavior of Shallow Foundation Reinforced by Honey Cell Modular Block

    The construction of residential building and industrial complex in the soft ground is rather difficult to meet the requirement by the design code in terms of settlement as well as bearing capacity. There are a...

    Eun Chul Shin, Chul Hee Lee, Jeong Ku Kang in 5th International Conference on New Develo… (2023)

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    Article

    Applicability of Recycled Soil Mixed with Bentonite and Polymer as a Waste Landfill Liner

    Waste landfill liner has been developed with a variety of materials, but the landfill liner and cover material have not been developed in consideration of the local conditions. In order to build a cost effecti...

    Eun Chul Shin, Jeong Ku Kang, Hee Mun Lee in Indian Geotechnical Journal (2021)

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    Chapter and Conference Paper

    Frost-Heaving Pressure and Stiffness of Compacted Roadbed Material by Laboratory Model Test

    The laboratory model test was carried out in the freezing chamber and the size of insulated steel box is 0.9 m(L) × 0.9 m(B) × 0.9 m(H) which simulated actual roadbed structure. Data logger was used to measure th...

    Eun Chul Shin, Byung Hyun Ryu, Hee-Mun Lee in Transportation Soil Engineering in Cold Re… (2020)

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    Chapter and Conference Paper

    Invited Lecture: Application Geosynthetics in the Construction of Sea Dike and Shore Protection

    Geotextile tube technology has changed from being an alternative construction technique and, in fact, has advanced to become the most effective solution of choice. Erosion problems in coastal zones become incr...

    Eun Chul Shin, Sung Hwan Kim, Hee Mun Lee in Geotechnics for Sustainable Infrastructure… (2020)

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    Article

    Numerical simulation and shaking table test of geotextile bag retaining wall structure

    This study analyzed the dynamic behavior of flexible retaining walls constructed with geotextile bags. The behavior of geotextile bag retaining wall system was simulated using a large-scale shaking table in wh...

    Eun Chul Shin, Hee Soo Shin, Jeong Jun Park in Environmental Earth Sciences (2019)

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    Chapter and Conference Paper

    Surfactant Grout and Its Application in CIP for Metro Construction Project

    Cast-in-place pile (CIP) has been temporarily or permanently used for the support of the braced cut system during the metro construction project. The function of CIP wall is the purpose of supporting the brace...

    Eun Chul Shin, Bong-Geun Park, Yong-Kwan Rim in Geotechnics for Transportation Infrastruct… (2019)

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    Chapter

    Estimation of Dredged Fill Volume Based on Self-weight Consolidation Characteristics of Dredged Soil

    Self-weight consolidation tests for the dredged soil obtained from Incheon harbour route were conducted to determine the initial dredged fill volume and the thickness of dredged fill soil, and also estimate th...

    Eun Chul Shin, Young ** Park, Jeong Ku Kang in Frontiers in Geotechnical Engineering (2019)

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    Article

    Stability Analysis of Underground Tunnel for 2nd Perimeter Highway Construction Work in Incheon

    Construction of underground tunnel for highway in the urban area is a challenge to overcome many problems such as subsidence of residential houses and commercial buildings, broken of utilities lines, and vibra...

    Eun Chul Shin, Jeong Jun Park, Jeong Ku Kang in Indian Geotechnical Journal (2018)

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    Chapter

    Development of Underground Tunnel Construction Technology in Weak Rock

    The construction of tunnel has a long history from the mining tunnel for minerals to underground passage for transportation. Most of tunnels are being constructed to pass through the high mountain to have a sh...

    Eun Chul Shin, Jeong Jun Park, Arum Lee in Geotechnics for Natural and Engineered Sus… (2018)

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    Article

    Reinforcement efficiency of bearing capacity with geocell shape and filling materials

    To establish a standard for geocell reinforcement techniques, the aim of this paper was to analyze reinforcement efficiency and behavior as geocell dimensions and filling materials. Based on the result, the re...

    Eun Chul Shin, Hyoun Hoi Kang, Jeong Jun Park in KSCE Journal of Civil Engineering (2017)

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    Article

    Construction technology of environmental sustainable shore and harbor structures using stacked geotextile tube

    The stacked geotextile structure is being increased as a structure for protecting beach line and as a structure for the purpose of solving environmental problem as well a dike. Three types of the geotextile tu...

    Eun Chul Shin, Jeong Ku Kang, Sung Hwan Kim in KSCE Journal of Civil Engineering (2016)

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    Article

    Developments in elastic settlement estimation procedures for shallow foundations on granular soil

    Developments in major procedures available in the literature relating to elastic settlement of shallow foundations supported by granular soil are presented and compared. The discrepancies between the observed ...

    Eun Chul Shin, Braja M. Das in KSCE Journal of Civil Engineering (2011)

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    Chapter

    Robust Speed Controller Design Method Based on Fuzzy Control for Torsional Vibration Suppression in Two-Mass System

    This paper presents a robust speed controller design method based on fuzzy logic control(FLC) for robust torsional vibration suppression control scheme in rolling mill drive system. This method proposes a tors...

    Eun-Chul Shin, Tae-Sik Park, Ji-Yoon Yoo in Analysis and Design of Intelligent Systems… (2007)

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    Article

    Ultimate bearing capacity of strip foundation on geogrid-reinforced clay slope

    Laboratory model results for the ultimate bearing capacity of a surface strip foundation on a saturated slope reinforced with geogrid layers are presented. The angle of the slope with the horizontal was varied...

    Eun Chul Shin, Braja M. Das in KSCE Journal of Civil Engineering (1998)