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    An Improved Adaptive Width Template Method for Crack Detection of Nuclear Containments 

    Source: Journal of Surveying Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Jingjing Huang; Peng Tian; Yaming Xu; Cheng Xing
    Publisher: American Society of Civil Engineers
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    Dam Settlement Prediction Based on Random Error Extraction and Multi-Input LSTM Network 

    Source: Journal of Surveying Engineering:;2022:;Volume ( 148 ):;issue: 003:;page 04022006
    Author(s): Yaming Xu; Pai Pan; Cheng Xing
    Publisher: ASCE
    Abstract: The prediction of dam settlement data plays an important role in analyzing whether the dam is in a safe operation state. But in the field of surveying engineering, the original data measured by instruments will inevitably ...
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    High-Precision Diameter Detector for Nuclear Power Main Water Supply System Pipelines 

    Source: Journal of Surveying Engineering:;2025:;Volume ( 151 ):;issue: 001:;page 04024015-1
    Author(s): Yaming Xu; Jian Yu; Cheng Xing; Jianguo Zhou; Pai Pan; Peng Yang
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a high-precision technique for detecting the inner diameter of pipes in the two-loop main feedwater system of pressurized water reactor (PWR) nuclear power plants is proposed, which realizes the accurate ...
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    Analysis of the Response of a Single Pile Using the Disturbance State Concept Theory 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010:;page 04022180
    Author(s): Zhao-geng Chen; Qian-qing Zhang; Yu-cheng Xing; Shao-lei Wang; Yi-hua Zhao; Wei Cui
    Publisher: ASCE
    Abstract: Based on disturbed state concept (DSC) theory, this paper reports an analysis of the progressive failure mechanism of a pile–soil system from a new perspective. Assuming that the strengths of the pile–soil interface elements ...
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