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    Modeling the Size-Dependent Nanostructures: Incorporating the Bulk and Surface Effects 

    Source: Journal of Nanomechanics and Micromechanics:;2017:;Volume ( 007 ):;issue: 002
    Author(s): Long Zhang; Binglei Wang; Shenjie Zhou; Yiguo Xue
    Publisher:
    Abstract: To precisely model the size dependencies in nanostructures, the surface effect and bulk effect are incorporated. From the physical point of view, size dependencies stem from not only the surface, but also the bulk. The ...
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    Using Indirect Testing Methods to Quickly Acquire the Rock Strength and Rock Mass Classification in Tunnel Engineering 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 005
    Author(s): Yiguo Xue; Fanmeng Kong; Shucai Li; Lewen Zhang; Binghua Zhou; Guangkun Li; Huimin Gong
    Publisher: ASCE
    Abstract: Uniaxial compressive strength (UCS) and tensile strength are essential parameters of rocks, but the direct measurement of these two parameters is time-consuming and requires high-quality samples. As such, academics brought ...
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    Detection Method of Pile Foundation on Subway Lines Based on Cross-Hole Resistivity Computed Tomography 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 006
    Author(s): Maoxin Su; Yimin Liu; Yiguo Xue; Chuanqi Qu; Peng Wang; Ying Zhao
    Publisher: ASCE
    Abstract: When urban subway lines pass under buildings, it is often necessary to carry out corresponding pile foundation detection work to ensure construction safety. However, detecting the distribution of piles with conventional ...
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    Real-Time Updated Risk Assessment Model for the Large Deformation of the Soft Rock Tunnel 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 001:;page 04020234-1
    Author(s): Chenghao Bai; Yiguo Xue; Daohong Qiu; Weimin Yang; Maoxin Su; Xinmin Ma
    Publisher: ASCE
    Abstract: Large deformation of the surrounding rock is a common geological hazard when excavating a new tunnel to be driven through soft rock, and this occurrence can severely interrupt the construction schedule and affect the safety ...
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    TBM Tunnel Surrounding Rock Classification Method and Real-Time Identification Model Based on Tunneling Performance 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 006:;page 04022070
    Author(s): Daohong Qiu; Kang Fu; Yiguo Xue; Yufan Tao; Fanmeng Kong; Chenghao Bai
    Publisher: ASCE
    Abstract: The classification and real-time identification of surrounding rock grades are of great significance to guide tunnel boring machine (TBM) construction. Taking a water diversion project in China as the background, this study ...
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    Parameter Preferences for Length Detection of Reinforcement Cage in Bored Pile 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 002
    Author(s): Maoxin Su; Ying Zhao; Shucai Li; Yiguo Xue; Daohong Qiu; Peng Wang; Fanmeng Kong; Teng Xia
    Publisher: ASCE
    Abstract: Reinforcement cage length has a significant impact on the bearing capacity of bored piles. Accurate measurement of the cage length provides an important guideline for judging pile quality. Currently, the electric method ...
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    Sensitivity Analysis of Loess Stability to Physical and Mechanical Properties: Assessment Model 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 007
    Author(s): Yiguo Xue; Xueliang Zhang; Shucai Li; Daohong Qiu; Maoxin Su; Zhenhao Xu; Binghua Zhou; Teng Xia
    Publisher: American Society of Civil Engineers
    Abstract: Due to their low strength, high compressibility, and collapsibility, loess deposits are susceptible to large deformation and landslides during tunneling. An objective, scientific approach to stability assessment is urgently ...
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