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    Unsafe Error in Conventional Shape Factor for Shallow Circular Foundations in Normally Consolidated Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Boonchai Ukritchon; Suraparb Keawsawasvong
    Publisher: American Society of Civil Engineers
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    Discussion of “Using a Pressurized Shield to Increase Face Stability of Circular Tunnels in Purely Cohesive Soil” by Wantao Ding, Shucai Li, Keqi Liu, Jian Zhu, Mingjiang Li, and Peihe Shi 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 003:;page 07019008-1
    Author(s): Boonchai Ukritchon; Suraparb Keawsawasvong
    Publisher: ASCE
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    Error in Ito and Matsui’s Limit-Equilibrium Solution of Lateral Force on a Row of Stabilizing Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Boonchai Ukritchon; Suraparb Keawsawasvong
    Publisher: American Society of Civil Engineers
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    Producing Undrained Stability Factors for Various Tunnel Shapes 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 008:;page 06022017
    Author(s): Jim Shiau; Suraparb Keawsawasvong
    Publisher: ASCE
    Abstract: Tunneling in soft clay requires accurate estimation of the inner support pressure to prevent undesired ground settlement and maintain the overall soil stability. Previous researchers have shown that the stability factor ...
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    Undrained Stability of Ring Foundations: Axisymmetry, Anisotropy, and Nonhomogeneity 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 001:;page 04021253
    Author(s): Suraparb Keawsawasvong; Jim Shiau; Chayut Ngamkhanong; Van Qui Lai; Chanachai Thongchom
    Publisher: ASCE
    Abstract: Ring foundations are widely used to support various types of offshore structures because of the cost-effective reason. Unlike the traditional circular foundations, very few studies were reported with regard to the bearing ...
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    Three-Dimensional Stability Investigation of Trapdoors in Collapse and Blowout Conditions 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 004:;page 04022007
    Author(s): Jim Shiau; Suraparb Keawsawasvong; Ji-Sung Lee
    Publisher: ASCE
    Abstract: Road-related sinkholes are of great concerns nowadays, appearing frequently in media stories. In the undrained stability analysis, a dimensionless stability number that is known as Broms and Bennermark’s original stability ...
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    Vertical Vibration of Multiple Flexible Strip Foundations on Multilayered Transversely Isotropic Poroelastic Soils 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011:;page 04021221-1
    Author(s): Teerapong Senjuntichai; Suraparb Keawsawasvong; R. K. N. D. Rajapakse
    Publisher: ASCE
    Abstract: In this paper, vertical vibrations of a group of flexible strip foundations on multilayered transversely isotropic poroelastic soils are presented. The dynamic interaction problem is studied by employing a variational ...
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    Pipeline Burst–Related Soil Stability in Collapse Condition 

    Source: Journal of Pipeline Systems Engineering and Practice:;2022:;Volume ( 013 ):;issue: 003:;page 04022019
    Author(s): Jim Shiau; Kiritharan Mahalingasivam; Bishal Chudal; Suraparb Keawsawasvong
    Publisher: ASCE
    Abstract: Underground water main leakage is one of the main causes of instability of soils and sinkholes. In the event of a water main burst, the pressure is upward and hence the soil layer should be analyzed for blowout stability. ...
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    Probabilistic Analysis of Rock Slope Stability Considering the Spatial Variability of Rock Strength Parameters 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 003:;page 04025002-1
    Author(s): Thanh Son Nguyen; Suraparb Keawsawasvong; Trung Nghia Phan; Weeradetch Tanapalungkorn; Suched Likitlersuang
    Publisher: American Society of Civil Engineers
    Abstract: Naturally characterized by inherent heterogeneity, rock masses exhibit discontinuous composition comprising rock materials, fractures, and bedding planes. The presence of these natural features challenges the adequacy of ...
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