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Boonchai Ukritchon

Boonchai Ukritchon

D-Index & Metrics

Earth Science

D-Index
36
Citations
2784
World Ranking
7421
National Ranking
4

Overview

Boonchai Ukritchon is affiliated with Chulalongkorn University in Thailand and has contributed to the field of engineering with a focus on geotechnical engineering. Their research primarily spans civil and structural engineering as well as safety, risk, reliability, and quality within engineering projects.

Their work covers several specific topics including geotechnical engineering and analysis, geotechnical engineering and underground structures, geotechnical engineering and soil stabilization, dam engineering and safety, and geotechnical engineering and soil mechanics.

Frequent publication venues for Boonchai Ukritchon include:

  • Computers and Geotechnics
  • Tunnelling and Underground Space Technology
  • Bulletin of Engineering Geology and the Environment
  • Underground Space
  • Geotechnical and Geological Engineering

Collaborative research involves several coauthors, most notably Suraparb Keawsawasvong, with whom Boonchai has coauthored multiple papers, as well as The Ei Ei Soe, Maedeh Nasiri Pishvari, Hessam Fathipour, and Meghdad Payan.

Key recent papers authored or coauthored by Boonchai Ukritchon include:

  • Undrained stability of plane strain active trapdoors in anisotropic and non-homogeneous clays, 2020, published in Tunnelling and Underground Space Technology
  • Design equation for stability of shallow unlined circular tunnels in Hoek-Brown rock masses, 2020, published in Bulletin of Engineering Geology and the Environment
  • Design equation for stability of a circular tunnel in anisotropic and heterogeneous clay, 2021, published in Underground Space
  • Failure Modes of Laterally Loaded Piles Under Combined Horizontal Load and Moment Considering Overburden Stress Factors, 2020, published in Geotechnical and Geological Engineering
  • Three-dimensional undrained face stability of circular tunnels in non-homogeneous and anisotropic clays, 2023, published in Computers and Geotechnics

Best Publications

  • Undrained Limit Analyses for Combined Loading of Strip Footings on Clay

    Boonchai Ukritchon;Andrew J. Whittle;Scott W. Sloan

  • Calculations of Bearing Capacity Factor Nγ Using Numerical Limit Analyses

    Boonchai Ukritchon;Andrew J. Whittle;C. Klangvijit

  • Undrained Stability of Braced Excavations in Clay

    Boonchai Ukritchon;Andrew J. Whittle;Scott W. Sloan

  • Three-dimensional undrained tunnel face stability in clay with a linearly increasing shear strength with depth

    Boonchai Ukritchon;Kongkit Yingchaloenkitkhajorn;Suraparb Keawsawasvong

  • Lower bound limit analysis of an anisotropic undrained strength criterion using second‐order cone programming

    Boonchai Ukritchon;Suraparb Keawsawasvong

  • Stability of unlined square tunnels in Hoek-Brown rock masses based on lower bound analysis

    Boonchai Ukritchon;Suraparb Keawsawasvong

  • Undrained stability of plane strain active trapdoors in anisotropic and non-homogeneous clays

    Suraparb Keawsawasvong;Boonchai Ukritchon

  • Undrained Stability of Unlined Square Tunnels in Clays with Linearly Increasing Anisotropic Shear Strength

    Boonchai Ukritchon;Suraparb Keawsawasvong

  • Three-dimensional lower bound finite element limit analysis of an anisotropic undrained strength criterion using second-order cone programming

    Boonchai Ukritchon;Suraparb Keawsawasvong

  • Design equation for stability of shallow unlined circular tunnels in Hoek-Brown rock masses

    Suraparb Keawsawasvong;Boonchai Ukritchon

  • Undrained stability of a spherical cavity in cohesive soils using finite element limit analysis

    Suraparb Keawsawasvong;Boonchai Ukritchon

  • Undrained stability of an active planar trapdoor in non-homogeneous clays with a linear increase of strength with depth

    Suraparb Keawsawasvong;Boonchai Ukritchon

  • Undrained stability of unsupported rectangular excavations in non-homogeneous clays

    Boonchai Ukritchon;Sothoan Yoang;Suraparb Keawsawasvong

  • Design equations of uplift capacity of circular piles in sands

    Boonchai Ukritchon;Suraparb Keawsawasvong

  • Design equation for stability of a circular tunnel in anisotropic and heterogeneous clay

    Suraparb Keawsawasvong;Boonchai Ukritchon

  • Lower bound stability analysis of plane strain headings in Hoek-Brown rock masses

    Boonchai Ukritchon;Suraparb Keawsawasvong

  • Undrained lower bound solutions for end bearing capacity of shallow circular piles in non‐homogeneous and anisotropic clays

    Boonchai Ukritchon;Suraparb Keawsawasvong

  • Three-dimensional lower bound finite element limit analysis of Hoek-Brown material using semidefinite programming

    Boonchai Ukritchon;Suraparb Keawsawasvong

  • Lower bound solutions for undrained face stability of plane strain tunnel headings in anisotropic and non-homogeneous clays

    Boonchai Ukritchon;Suraparb Keawsawasvong

  • Stability of unsupported conical excavations in non-homogeneous clays

    Suraparb Keawsawasvong;Boonchai Ukritchon

  • A new design equation for drained stability of conical slopes in cohesive-frictional soils

    Boonchai Ukritchon;Suraparb Keawsawasvong

  • Undrained basal stability of braced circular excavations in non-homogeneous clays with linear increase of strength with depth

    Suraparb Keawsawasvong;Boonchai Ukritchon

Frequent Co-Authors

Suraparb Keawsawasvong
Suraparb Keawsawasvong Thammasat University
Scott W. Sloan
Scott W. Sloan University of Newcastle Australia

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