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    Experimental Investigation on Principal Stress Rotation in Kaolin Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): Han Lin; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: A combined axial–torsional testing system was developed to investigate the effect of rotation of principal stresses on the three-dimensional mechanical behavior of Kaolin clay. Uniform and reproducible cohesive specimens ...
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    Strain Localization in Combined Axial-Torsional Testing on Kaolin Clay 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Han Lin; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: A series of combined axial-torsional tests were performed to study the 3D mechanical behavior of kaolin clay in an undrained condition. Using the digital image analysis technique, discrete local deformation of the surface ...
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    Hydraulic Uncertainties in Flood Levee Capacity 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 010
    Author(s): Han‐Lin Lee; Larry W. Mays
    Publisher: American Society of Civil Engineers
    Abstract: This paper explores hydraulic uncertainty in flood levee capacity, which results from the inability of mathematical models and/or empirical equations to describe completely the physical flow process of floods. The hydraulic ...
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    Single Hardening Elasto-Plastic Model for Kaolin Clay with Loading-History-Dependent Plastic Potential Function 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 001
    Author(s): Han Lin; Amit Prashant; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: The effect of principal stress rotation on the mechanical behavior of Kaolin clay is investigated using combined axial-torsional tests on hollow cylindrical specimens. The yielding behavior and failure criteria are found ...
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    Multigrid Methods in GIS Grid-Cell–Based Modeling Environment 

    Source: Journal of Computing in Civil Engineering:;1996:;Volume ( 010 ):;issue: 001
    Author(s): Daene C. McKinney; Han-Lin Tsai
    Publisher: American Society of Civil Engineers
    Abstract: Multigrid methods use a series of successively coarser grids to accelerate the solution of equations arising from the numerical solution of partial differential equations. A grid-cell–based geographic information system ...
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    Estimating Static and Dynamic Stresses in Geosynthetic-Reinforced Pile-Supported Track-Bed under Train Moving Loads 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Han-Lin Wang; Ren-Peng Chen
    Publisher: American Society of Civil Engineers
    Abstract: This study presents an estimating method to calculate the static and the dynamic stresses in the geosynthetic-reinforced pile-supported track-bed (embankment), based on a series of full-scale model tests under train moving ...
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    Closure to “Field Experiments on Cyclic Behaviors of Axially Loaded Piles Jacked in Soft Clay” by Ren-Peng Chen, Chun-Yin Peng, Jian-Fu Wang, and Han-Lin Wang 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 002:;page 07021034
    Author(s): Han-Lin Wang; Ren-Peng Chen; Chun-Yin Peng
    Publisher: ASCE
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    Investigation on the Microstructure, Unconfined Compressive Strength, and Thermal Conductivity of Compacted CDG Soil by MICP Treatment during Curing 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006:;page 04023131-1
    Author(s): Han-Lin Wang; Bidur Pathak; Zhen-Yu Yin
    Publisher: American Society of Civil Engineers
    Abstract: As an eco-friendly treatment method, the microbially induced calcite precipitation (MICP) approach has been widely adopted in sand, but its use on compacted fine-grained soils remains scarce. In this study, compacted ...
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    Testing of Full-Scale Two-Story Steel Plate Shear Wall with Reduced Beam Section Connections and Composite Floors 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author(s): Bing Qu; Michel Bruneau; Chih-Han Lin; Keh-Chyuan Tsai
    Publisher: American Society of Civil Engineers
    Abstract: A two-phase experimental program was generated on a full-scale two-story steel plate shear wall with reduced beam section connections and composite floors, to experimentally address the replaceability of infill panels ...
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    Performance Evaluation of Lake Shelbyville by Stochastic Dynamic Programming 

    Source: Journal of Water Resources Planning and Management:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Han‐Lin Lee; Jon C. Liebman; E. Downey Brill, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: The operation policy of Lake Shelbyville, Illinois has been modified several times in the past 20 years due to unusual weather conditions and changes in basin‐wide water resources development. A modified stochastic dynamic ...
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