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    Fillunger–Heinrich’s Theory of Porodynamics: Predictive Power and Analytical Solution 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 148 ):;issue: 003:;page 04021160
    Author(s): Zhouxiang Ding; Paola Gervasio; Wenjun Zhang; Zhaohui Yang
    Publisher: ASCE
    Abstract: The first articulation of the second type of dilatational wave propagating through fluid-saturated geomaterials has been traced to Heinrich’s formulation built on Fillunger’s framework of the mixture theory and Terzaghi’s ...
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    Influence of Debris Jam Formed by Trees on Bridge Pier Scour 

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024035-1
    Author(s): Wenjun Zhang; Ioan Nistor; Colin D. Rennie
    Publisher: American Society of Civil Engineers
    Abstract: Debris jams contribute to bridge pier failures. Previous investigations showed that a debris jam can constrict the flow cross section, enhance flow intensity, and result in significant scour. Physical modeling was conducted ...
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    Risk Assessment of Water Supply Network Operation Based on ANP-Fuzzy Comprehensive Evaluation Method 

    Source: Journal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 013 ):;issue: 001:;page 04021068
    Author(s): Wenjun Zhang; Taotao Lai; Yao Li
    Publisher: ASCE
    Abstract: The water supply network is of great importance for a city, and it faces various risks such as leaks and breaks, so its risk level needs to be evaluated regularly. To propose a new and efficient method to evaluate the risk ...
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    Revisiting the Fundamental Concepts of Soil Mechanics Using the General Effective Stress Concept for Saturated Geomaterials 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001:;page 04022252-1
    Author(s): Zhouxiang Ding; Wenjun Zhang; Zhe Wang; Zhenhao Zhang; Zhaohui Yang; Shanyong Wang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a work to define four fundamental concepts, namely, buoyant force, submerged unit weight, seepage force, and critical hydraulic gradients, for saturated geomaterials including soils, rocks, and concrete ...
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