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    Automatic Detection of Rail Surface Cracks with a Superpixel-Based Data-Driven Framework 

    Source: Journal of Computing in Civil Engineering:;2019:;Volume ( 033 ):;issue: 001
    Author(s): Long Wang; Li Zhuang; Zijun Zhang
    Publisher: American Society of Civil Engineers
    Abstract: A bilevel superpixel-based framework for the vision inspection of rail conditions and automatically detecting rail surface cracks is proposed in this paper. The simple linear iterative clustering (SLIC) algorithm is applied ...
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    Stability of Unsaturated Soil Slopes with Cracks under Steady-Infiltration Conditions 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): De’an Sun;Long Wang;Lin Li
    Publisher: American Society of Civil Engineers
    Abstract: Most classical approaches for evaluating the stability of soil slopes with tension cracks are performed under dry and/or saturated conditions. The suction-induced effect of unsaturated soils is generally neglected in ...
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    Stability of Unsaturated Soil Slopes with Cracks under Steady-Infiltration Conditions 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): De’an Sun; Long Wang; Lin Li
    Publisher: American Society of Civil Engineers
    Abstract: Most classical approaches for evaluating the stability of soil slopes with tension cracks are performed under dry and/or saturated conditions. The suction-induced effect of unsaturated soils is generally neglected in ...
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    Temporal and Spatial Distribution of Maximum Daily Precipitation in Hengduan Mountainous Region of China and Its Probability Characteristics 

    Source: Journal of Hydrologic Engineering:;2020:;Volume ( 025 ):;issue: 011
    Author(s): Hang Yu; Long Wang; Rui Yang; Maoling Yang; Rui Gao
    Publisher: ASCE
    Abstract: People often need precipitation data when building hydraulic engineering, especially the maximum daily precipitation data, so it is very important to study the maximum daily precipitation for hydraulic engineering. The ...
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    Analysis of Shear Characteristics of Recycled Concrete Aggregate–Geogrid Interface 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 007:;page 04023169-1
    Author(s): Rila Anda; Long Wang; Meng-jie Ying; Yun-teng Huang
    Publisher: American Society of Civil Engineers
    Abstract: Recycled concrete aggregate (RCA) has been widely used as a resource in reinforced soil structures, especially as a substitute for natural aggregate. Direct shear tests were conducted using a dynamic direct shear apparatus ...
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    Structural Parameter of Structured Soils and Its Application in Constitutive Modeling 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001:;page 04023245-1
    Author(s): Wugang Li; Wenhua Liu; Lanlan Yang; Long Wang
    Publisher: ASCE
    Abstract: Structured soils exhibit significantly different mechanical behaviors than reconstituted soils because of the influence of their structure. A theoretical study of the structured soils is carried out in this paper. A newly ...
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    Three-Dimensional Stability of Unsaturated Soil Slopes Strengthened through Frame Beam Anchor Plates under Steady Seepage Conditions 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 009:;page 04024199-1
    Author(s): Anping Huang; Yanpeng Zhu; Shuaihua Ye; Long Wang; Guangwen Fang
    Publisher: American Society of Civil Engineers
    Abstract: The soil is usually unsaturated in practical engineering, and the slope failure surface generally presents three-dimensional (3D) characteristics. Therefore, the traditional plane problem calculation method does not ...
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    Three-Dimensional Spherical DDA Method for Modeling Friction Problems 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 005
    Author(s): Gang-Hai Huang; Yu-Yong Jiao; Long Wang; Qiang Zhao
    Publisher: American Society of Civil Engineers
    Abstract: Three-dimensional (3D) discontinuous deformation analysis (DDA) is very suitable for simulating large-displacement behavior of rock masses. One fundamental issue commonly encountered in 3D DDA is 3D friction problems. In ...
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    Robust H∞ Control and Stabilization of Uncertain Switched Linear Systems: A Multiple Lyapunov Functions Approach 

    Source: Journal of Dynamic Systems, Measurement, and Control:;2006:;volume( 128 ):;issue: 003:;page 696
    Author(s): Zhijian Ji; Xiaoxia Guo; Long Wang; Guangming Xie
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper addresses robust H∞ control and stabilization of switched linear systems with norm-bounded time-varying uncertainties. First, based on multiple Lyapunov functions methodology, a sufficient ...
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    Optimum Calculation Method for Cable Force of Concrete-Filled Steel Tube Arch Bridge in Inclined Cable-Stayed Construction 

    Source: Journal of Highway and Transportation Research and Development (English Edition ):;2017:;Volume ( 011 ):;issue: 001
    Author(s): Yang Li; Jiang-long Wang; Su-su Ge
    Publisher: American Society of Civil Engineers
    Abstract: Iterative initial value of cable force based on influence matrix and linear programming is determined in order to study the cable force of long-span concrete-filled steel tube (CFST) arch bridge using the cable-hoisting ...
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