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    On an Elastic Rod Inside a Slender Tube Under End Twisting Moment 

    Source: Journal of Applied Mechanics:;2011:;volume( 078 ):;issue: 004:;page 41009
    Author(s): Jen-San Chen; Hong-Chi Li
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, we study the deformation of a thin elastic rod constrained inside a cylindrical tube and under the action of an end twisting moment. The ends of the rod are clamped in the ...
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    Lulling Effect of Public Flood Protection: Case of Benhe Community in Kaohsiung during Typhoon Fanapi 

    Source: Natural Hazards Review:;2016:;Volume ( 017 ):;issue: 001
    Author(s): Yen-Lien Kuo; Ching-Cheng Chang; Hsin-Chi Li
    Publisher: American Society of Civil Engineers
    Abstract: Many people believe that once structural public flood protection is completed, disasters are completely prevented. Benhe community was the only place in Taiwan where a flood detention pond had been built in 2005. After ...
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    Lulling Effect of Public Flood Protection: Case of Benhe Community in Kaohsiung during Typhoon Fanapi 

    Source: Natural Hazards Review:;2016:;Volume ( 017 ):;issue: 001
    Author(s): Yen-Lien Kuo; Ching-Cheng Chang; Hsin-Chi Li
    Publisher: American Society of Civil Engineers
    Abstract: Many people believe that once structural public flood protection is completed, disasters are completely prevented. Benhe community was the only place in Taiwan where a flood detention pond had been built in 2005. After ...
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    Three-Dimensional Reconstruction of Biomineralized Sand and Particle-Flow-Code Numerical Simulation of Penetration Resistance Characteristics of Biomineralization Crust 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 005:;page 04021048-1
    Author(s): Jinbang Zhang; Chi Li; Shuo Wang; Siriguleng Bai
    Publisher: ASCE
    Abstract: When fine sand is treated with microbial-induced calcite precipitation (MICP), the connections of loose sand particles are reinforced by being filled with crystals of calcium carbonate (CC) caused by the presence of ...
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    Factors Affecting Improvement of Engineering Properties of MICP-Treated Soil Catalyzed by Bacteria and Urease 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 012
    Author(s): Qian Zhao; Lin Li; Chi Li; Mingdong Li; Farshad Amini; Huanzhen Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Microbial induced calcite precipitation (MICP) is one of the potential methods for improvement of engineering properties of soil. A laboratory study was conducted to investigate the influence of various factors on engineering ...
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    Measuring Community Resilience to Coastal Hazards along the Northern Gulf of Mexico 

    Source: Natural Hazards Review:;2016:;Volume ( 017 ):;issue: 001
    Author(s): Nina S. N. Lam; Margaret Reams; Kenan Li; Chi Li; Lillian P. Mata
    Publisher: American Society of Civil Engineers
    Abstract: The abundant research examining aspects of social-ecological resilience, vulnerability, and hazards and risk assessment has yielded insights into these concepts and suggested the importance of quantifying them. Quantifying ...
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    Measuring Community Resilience to Coastal Hazards along the Northern Gulf of Mexico 

    Source: Natural Hazards Review:;2016:;Volume ( 017 ):;issue: 001
    Author(s): Nina S. N. Lam; Margaret Reams; Kenan Li; Chi Li; Lillian P. Mata
    Publisher: American Society of Civil Engineers
    Abstract: The abundant research examining aspects of social-ecological resilience, vulnerability, and hazards and risk assessment has yielded insights into these concepts and suggested the importance of quantifying them. Quantifying ...
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    Sulfate Acid Corrosion Mechanism of Biogeomaterial Based on MICP Technology 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 007
    Author(s): Chi Li; Yanxing Wang; Tuanjie Zhou; Siriguleng Bai; Yu Gao; De Yao; Lin Li
    Publisher: American Society of Civil Engineers
    Abstract: Biogeomaterials are developed based on microbially induced calcite precipitation (MICP) technology, which is a recent innovation in civil engineering. Acid pollution, such as large amounts of distributed sulphate saline ...
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