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    Numerical Simulation of Aggregate Shapes of Two-Dimensional Concrete and Its Application1 

    Source: Journal of Aerospace Engineering:;2007:;Volume ( 020 ):;issue: 003
    Author(s): Cheng-Bin Du; Li-Guo Sun
    Publisher: American Society of Civil Engineers
    Abstract: A practical method is presented for modeling of two-dimensional arbitrary shape aggregates. An efficient algorithm is developed for mass concrete whose aggregate content reaches 60–70%. All the same kind of random triangular ...
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    Process of In-Place Evaluation of Concrete Strength 

    Source: Journal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 004
    Author(s): Luh Maan Chang; Nicholas J. Carino; Cheng-Bin Wang
    Publisher: American Society of Civil Engineers
    Abstract: In-place test methods are available that can be used as alternatives to testing field-cured specimens to evaluate concrete strength in a structure. However, in-place test results do not represent the compressive strength ...
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    Landslide Evolution Rule of Cut Slopes in Expansive Soils 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 001
    Author(s): Yang He-ping; Xiao Jie; Cheng Bin; Zhao Wen-jian
    Publisher: American Society of Civil Engineers
    Abstract: Expansive soils in cut slopes are prone to sliding for a period of time after excavation. They are commonly found during construction in expansive soil subgrade. Their sliding is not directly affected by the height and ...
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    Innovative Design and Construction of a High RCC Gravity Dam in High Seismic Intensity Region 

    Source: Practice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 002
    Author(s): Yong-Wen Hong; Cheng-Bin Du; Shou-Yan Jiang
    Publisher: American Society of Civil Engineers
    Abstract: A few innovative designs and construction measures are introduced to build a roller-compacted concrete (RCC) gravity dam with a height of 160 m (524.96 ft), whereas the design peak ground acceleration of the dam site is
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