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    Test Model of a Long-Span Arch-Shaped Steel Tower Cable-Stayed Bridge 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2018:;Volume ( 012 ):;issue: 001
    Author(s): Cao Yi-shan;Xu Qiang;Li Ke-bing
    Publisher: American Society of Civil Engineers
    Abstract: The Zhijiang River Bridge was used as a test model to study the mechanical behavior of long-span arch-shaped steel tower cable-stayed bridge. The test model was designed and simulated with a finite element method, which ...
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    Effect of Fines Content on Cyclic Strength Development of Sand–Clay Mixtures under Cyclic Loading: A Process Evaluation Using Energy Methods 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 011:;page 04024261-1
    Author(s): Yi Shan; Zhentong Huang; Jie Cui; Jie Yuan; Yadong Li; Zhipeng Su
    Publisher: American Society of Civil Engineers
    Abstract: Evaluating the cyclic strength development using energy-based methods is a novel concept in studying the dynamic properties of sand–clay mixtures under cyclic loading. In this study, a series of undrained cyclic triaxial ...
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    Analysis of the Rollover Crash Worthiness of the Bus Body Structure Based on ECE R66 Regulation 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2015:;Volume ( 009 ):;issue: 004
    Author(s): Wang Shu-ju; Pan Yi-shan; Zhang Guo-sheng; Cui Hai-tao
    Publisher: American Society of Civil Engineers
    Abstract: Given that dynamic test data are difficult to obtain and relevant test results are always unstable, this study examines the rollover crash worthiness of a 6756-type bus. The finite element model and numerical simulation ...
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    Effect of Magnesium Ions on the Mechanical Properties of Soil Reinforced by Microbially Induced Carbonate Precipitation 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 011:;page 04023413-1
    Author(s): Jie Yuan; Yuanyuan Li; Yi Shan; Huawei Tong; Jitong Zhao
    Publisher: ASCE
    Abstract: Microbially induced carbonate precipitation (MICP) is a new foundation treatment technology, which can improve the mechanical properties of soil. In this study, sand specimens containing different magnesium/calcium ion ...
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