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    Influence of the Spatial Variability of Soil Shear Strength on Deep Excavation: A Case Study of a Bangkok Underground MRT Station 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 002:;page 04020248-1
    Author(s): Thanh Son Nguyen; Suched Likitlersuang
    Publisher: ASCE
    Abstract: This paper investigates the effects that the spatial variability of a soil's undrained shear strength has on lateral wall movements and ground surface settlements when performing a deep excavation stability analysis. A ...
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    Characterization of Stationary and Nonstationary Random Fields with Different Copulas on Undrained Shear Strength of Soils: Probabilistic Analysis of Embankment Stability on Soft Ground 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 007:;page 04022109
    Author(s): Thanh Son Nguyen; Trung Nghia Phan; Suched Likitlersuang; Dennes T. Bergado
    Publisher: ASCE
    Abstract: Soil properties are known to have high spatial variability and often fluctuate with depth. The objective of this study was to investigate the effects of using different models to simulate the spatial variability of undrained ...
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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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