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    CPT-Based Probabilistic Characterization of Three-Dimensional Spatial Variability Using MLE 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 005
    Author(s): Xiao Te;Li Dian-Qing;Cao Zi-Jun;Zhang Li-Min
    Publisher: American Society of Civil Engineers
    Abstract: Engineering geological characterization, subject to spatial variability of soil properties, is a three-dimensional (3D) problem in reality, although it is often simplified as one- or two-dimensional. Direct characterization ...
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    Probabilistic Characterization of Site-Specific Inherent Variability of Undrained Shear Strength Using Both Indirect and Direct Measurements 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2018:;Volume ( 004 ):;issue: 001
    Author(s): Shen Meng-Yao;Cao Zi-Jun;Li Dian-Qing;Wang Yu
    Publisher: American Society of Civil Engineers
    Abstract: Determining geotechnical design parameters (e.g., undrained shear strength Su) is an essential step in the analysis and design of geotechnical structures at a particular site. The estimated design parameters are ...
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    Bayesian Updating of Serviceability Reliability for Maximum Ground Settlement Induced by Braced Excavations Using Multiple Empirical Models 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 004:;page 04025053-1
    Author(s): Li, Peiping; Zhu, Yan; Cao, Zi-Jun; Zhang, Lian-Yu; Zhang, Runhong
    Publisher: American Society of Civil Engineers
    Abstract: AbstractServiceability reliability assessment of maximum ground settlement induced by braced excavations is essential for ensuring the safety of adjacent buildings. Numerous empirical models have been developed to predict ...
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