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    Three-Dimensional Seepage Investigation of Riverside Tunnel Construction Considering Heterogeneous Permeability 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2021:;Volume ( 007 ):;issue: 004:;page 04021041-1
    Author(s): Ruo-Han Wang; Pei-Gui Sun; Dian-Qing Li; Akanksha Tyagi; Yong Liu
    Publisher: ASCE
    Abstract: Seepage is a major concern during the construction of a riverside tunnel, because the seepage may cause both hydraulic and mechanical problems. At present, there are some well-accepted methods combining the hydraulic-mechanical ...
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    Equivalent Strength for Tunnels in Cement-Admixed Soil Columns with Spatial Variability and Positioning Error 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Akanksha Tyagi; Yong Liu; Yu-Tao Pan; Fook-Hou Lee
    Publisher: ASCE
    Abstract: Cement-admixed soil columns are often used to strengthen the surrounding soft soil for enhancing tunnel stability. Such improved soil surrounds possess high spatial variability and heterogeneity in the strength and stiffness ...
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    Failure Modes of Tunnels with Improved Soil Surrounds 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 011
    Author(s): Akanksha Tyagi; Muhammad Faizal Bin Zulkefli; Yue Pan; Siang-Huat Goh; Fook-Hou Lee
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the study of possible failure mechanisms and stability of large-diameter tunnels in cement-treated soil surrounds. The failure modes and critical tunnel support pressure of tunnels with varying strength ...
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