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    Numerical Simulation and Performance Assessment of Seepage Control Effect on the Fractured Surrounding Rock of the Wunonglong Underground Powerhouse 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 012
    Author(s): Lifeng Wen; Yanlong Li; Junrui Chai
    Publisher: ASCE
    Abstract: Seepage control is a key technical problem in large-scale underground cavern engineering, and seepage analysis plays an important role in realizing engineering optimization design and safety. The long-term seepage control ...
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    Multiple Nonlinear Regression Models for Predicting Deformation Behavior of Concrete-Face Rockfill Dams 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 002:;page 04020253
    Author(s): Lifeng Wen; Yanlong Li; Junrui Chai
    Publisher: ASCE
    Abstract: Deformation assessment and control are important issues in the construction of concrete face rockfill dams (CFRDs). The design and construction of CFRDs require deformation behavior that can be estimated rapidly to support ...
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    Investigation of the Nonlinear Creep of Concrete with Different Initial Defect Rates under Continuous Compression with Acoustic Emission Technology 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002:;page 04020441
    Author(s): Yanlong Li; Junhao Chen; Lifeng Wen; Junzhong Wang; Kangping Li
    Publisher: ASCE
    Abstract: The available models for estimating the creep strains of concrete generally assume concrete as a homogeneous material. Since concrete is a composite, such models cannot take into account incompatible strains between cement ...
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    Development of Piping Analysis Method for Embankment Including Time-Dependent Change in Permeability Coefficient 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 006:;page 04021090-1
    Author(s): Haibin Xue; Faning Dang; Yanlong Li; Xiaotao Yin; Man Lei
    Publisher: ASCE
    Abstract: The permeability of a saturated porous medium is regarded as a constant during the seepage process in traditional seepage analysis theory. However, it changes constantly during the piping process. This study will consider ...
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    Damage Process of Roller-Compacted Concrete Based on Combined Action of Freeze–Thaw and Triaxial Compression 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009:;page 04022198
    Author(s): Xiaoqi Du; Yanlong Li; Zheng Si; Lingzhi Huang; Lifeng Wen
    Publisher: ASCE
    Abstract: Roller-compacted concrete (RCC) structures are often destroyed by coupling damage of freeze–thaw and complex loads in cold conditions, resulting in degradation of the mechanical properties of the RCC. In this study, the ...
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    Effect of Valley Topography on the Behavior of Asphalt Concrete Core Walls in Earthen Dams 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 008:;page 04024165-1
    Author(s): Lifeng Wen; Yu Yang; Yanlong Li; Yunhe Liu
    Publisher: American Society of Civil Engineers
    Abstract: An increasing number of asphalt concrete core wall earthen dams (ACCDs) are being constructed under complex topographical conditions. The narrow or asymmetrical river valleys might lead to significant arching effects and ...
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    Comparative and Numerical Analyses of Response of Concrete Cutoff Walls of Earthen Dams on Alluvium Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 010
    Author(s): Lifeng Wen; Junrui Chai; Zengguang Xu; Yuan Qin; Yanlong Li
    Publisher: American Society of Civil Engineers
    Abstract: Although a number of cutoff walls have been built in dams with alluvial foundations, the produced wall response still requires further understanding. This paper focuses on the comparative study of responses of cutoff walls ...
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    Comprehensive Evaluation Method for the Concrete-Face Rockfill Dams Behavior Based on the Fuzzy Recognition Model 

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 003:;page 04022021
    Author(s): Lifeng Wen; Ying Yang; Yanlong Li; Yunhe Liu; Heng Zhou
    Publisher: ASCE
    Abstract: Concrete-face rockfill dams (CFRDs) usually face different safety problems, such as dam cracks caused by uneven deformation, face slab cracking, dam slope instability, and excessive leakage, during their long-term operation. ...
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    Effect of Silane Coupling Agent on Improving Adhesive Property between Acidic Aggregate and Hydraulic Asphalt 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 007:;page 04021172-1
    Author(s): Yanlong Li; Yizheng Li; Yang Li; Zhuangzhuang Liu; Lifeng Wen; Yaozhong Zhang; Heng Zhou
    Publisher: ASCE
    Abstract: Silane coupling agents (SCAs) are a type of antistripping agent for improving the adhesive property between acidic aggregate and hydraulic asphalt. To evaluate the modified effect, find the optimal dosage of SCA, and study ...
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    Predicting the Crest Settlement of Concrete Face Rockfill Dams by Combining Threshold Regression and Support Vector Machine 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 006:;page 04022074
    Author(s): Lifeng Wen; Yanlong Li; Haiyang Zhang; Yunhe Liu; Heng Zhou
    Publisher: ASCE
    Abstract: The design and construction of concrete face rockfill dams (CFRDs) usually require a rapid and accurate prediction of deformation behavior to support dam optimal design and safety evaluation. Deformation prediction and ...
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