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    Long-Term Monitoring of Strain in Instrumented Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Bengt H. Fellenius; Sung-Ryul Kim; Sung-Gyo Chung
    Publisher: American Society of Civil Engineers
    Abstract: The development of strain in two 31 and 56 m long instrumented postdriving grouted cylinder piles at a site west of Busan, South Korea, were monitored during 200 days after construction, whereupon a static loading test was ...
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    Closure to “Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground” by Sung-Ryul Kim, Jae-Ik Hwang, Hon-Yim Ko, and Myoung-Mo Kim 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Sung-Ryul Kim; Jae-Ik Hwang; Hon-Yim Ko; Myoung-Mo Kim
    Publisher: American Society of Civil Engineers
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    Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author(s): Sung-Ryul Kim; Jae-Ik Hwang; Hon-Yim Ko; Myoung-Mo Kim
    Publisher: American Society of Civil Engineers
    Abstract: Recently, several studies on the dissipation of excess pore pressure in liquefied sandy grounds have been reported on evaluation of postliquefaction behavior of structures. To further contribute to the understanding of ...
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    Calibration of the Resistance Factors for the LRFD of Shallow Foundations of Transmission Towers under Uplift Loading 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 008:;page 04024168-1
    Author(s): Jayne M. Han; Kyo-Young Gu; Kyeong-Sun Kim; Kyung-Won Ham; Sung-Ryul Kim
    Publisher: American Society of Civil Engineers
    Abstract: Over the last few decades, reliability-based design methods have been widely implemented into the foundation design practice. However, several design codes for transmission tower foundations are still based on the allowable ...
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    Semianalytical Solution for the Uplift Bearing Capacity of Spread Foundations in Sand 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 011:;page 04023193-1
    Author(s): Kyo-Young Gu; Nghiem Xuan Tran; Jayne M. Han; Kyeong-Sun Kim; Kyung-Won Ham; Sung-Ryul Kim
    Publisher: ASCE
    Abstract: An innovative semianalytical solution was introduced to accurately assess the uplift bearing capacity of spread foundations in sand, which is important for the design of transmission towers. The research addresses the ...
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    Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 012:;page 04024132-1
    Author(s): Youngkyu Cho; Jin Tae Han; Yun Wook Choo; Jinsun Lee; Jongkwan Kim; Kiseog Kim; Ka-hyun Park; Jae-Hyun Kim; Heon-Joon Park; Dongyoup Kwak; Duhee Park; Jae-Soon Choi; Sung-Ryul Kim; Byungmin Kim
    Publisher: American Society of Civil Engineers
    Abstract: The 2017 Pohang earthquake [the second largest local magnitude (ML) of 5.4 since 1978] caused significant damage: numerous sand boils and a few building settlements were observed in rice paddies and residential areas, ...
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