Search Results - "Manandhar, Satish"

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    Regression and trend analysis of LEAP 2020 experimental results by Zeghal, Mourad, Sepulveda, Alejandro, Manzari, Majid T., Kutter, Bruce, Abdoun, Tarek, Haigh, Stuart K., Hung, Wen-Yi, Korre, Evangelia, Madabhushi, Gopal S.P., Manandhar, Satish, Okamura, Mitsu, Ueda, Kyohei, Zhou, Yan-Guo

    “…The LEAP-2020 comprised a series of 23 centrifuge experiments of a saturated Ottawa sand (backfill) deposit supported by a cantilever wall. The experiments…”
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    Effect of bedrock stiffness and thickness of weathered rock on response spectrum in Korea by Manandhar, Satish, Cho, Hyung Ik, Kim, Dong Soo

    Published in KSCE journal of civil engineering (01-11-2016)
    “…The Standard Penetration Test (SPT) is increasingly used to generate shear wave velocity ( V S ) profile of a site for seismic hazard assessment. However, it…”
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    Seismic performance of sheet pile walls in liquefiable soil using centrifuge tests and an assessment of nonlinear effective stress analysis using PM4Sand by Manandhar, Satish, Lee, Seung-Rae, Manzari, Majid T., Cho, Gye-Chun

    “…Past earthquakes have revealed that damage to sheet-pile walls under saturated conditions is closely linked to excess pore water pressure buildup in the…”
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    Site Classification System and Site Coefficients for Shallow Bedrock Sites in Korea by Manandhar, Satish, Cho, Hyung-Ik, Kim, Dong-Soo

    Published in Journal of earthquake engineering : JEE (09-08-2018)
    “…Recent studies have shown that the site coefficients obtained from site response analyses of Korean soil sites are significantly different from those specified…”
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    Liquefaction evaluation using frequency characteristics of acceleration records in KAIST centrifuge tests for LEAP by Manandhar, Satish, Kim, Seong-Nam, Ha, Jeong-Gon, Ko, Kil-Wan, Lee, Moon-Gyo, Kim, Dong-Soo

    “…As part of the LEAP-UCD-2017 and the LEAP-ASIA-2019 exercises, dynamic centrifuge model tests were conducted at KAIST on a submerged 5° sloped medium-dense and…”
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    Evaluation of performance-based seismic coefficient for gravity-type quay wall via centrifuge tests by Lee, Moon-Gyo, Ha, Jeong-Gon, Manandhar, Satish, Park, Heon-Joon, Kim, Dong-Soo

    “…Conventional simplified analysis methods for seismic design of gravity-type quay wall are based on providing capacity to resist a design seismic force, but…”
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