研究者
J-GLOBAL ID:201701007419895631   更新日: 2020年09月01日

シュレスタ サイリシシュ

Shrestha Sailesh
所属機関・部署:
研究分野 (1件): 地盤工学
研究キーワード (4件): Embankment ,  Consolidation theory ,  Geosynthetics ,  Ground improvement
論文 (3件):
講演・口頭発表等 (7件):
  • Behavior of reinforced full scale embankment on hard ground in Phitsanulok, Thailand
    (10th International Research Conference of KDU, Changing Dynamics in the Global Environment: Challenges and Opportunities, Ratmalana, Sri Lanka. 2017)
  • Study on effects of specimen size of unconfined compressive strength of improved soil.
    (International Convention on Civil Engineering (ICCE 2017), Nakhon Ratchasima, Thailand. 2017)
  • Investigation of the safety factor and reliability of the embankment in soil cement column improved ground on Saga lowland.
    (International Convention on Civil Engineering (ICCE 2017), Nakhon Ratchasima, Thailand. 2017)
  • Status of Soil-Cement Columns in Saga Lowland with reference to organic contents.
    (. International Convention on Civil Engineering (ICCE 2017), Nakhon Ratchasima, Thailand. 2017)
  • Behavior of reinforced embankment on CDM column improved soft clay deposit.
    (International Convention on Civil Engineering (ICCE 2017), Nakhon Ratchasima, Thailand. 2017)
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学歴 (3件):
  • 2013 - 2016 Saga University Doctorate in Geotechnical Engineering
  • 2011 - 2013 Asian institute of Technology Masters of Geotechnical and earth resources engineering
  • 2005 - 2010 Tribhuvan University Bachelor of Civil Engineering
学位 (1件):
  • Doctorate (Saga University)
経歴 (2件):
  • 2016/11 - 現在 Lowland Technology International Journal Associate editor
  • 2016/11 - 現在 Saga University Lecturer/Research Fellow
委員歴 (2件):
  • 2016/11 - 現在 Lowland Technology International Journal International association of Lowland Technology
  • 2010/11 - 現在 Nepal Engineering Association Nepal Engineering Council
受賞 (1件):
  • 2014/10 - 9th International Symposium on Lowland Technology Best Paper Award in Geotechnical and Geoenvironmental Engineering session Numerical simulations using FEM 2D compared to FEM 3D and observed behavior of reinforced full scale embankment
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