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    Urban Heat Islands during Heat Waves: A Comparative Study between Boston and Phoenix 

    Source: Journal of Applied Meteorology and Climatology:;2021:;volume( 060 ):;issue: 005:;page 621
    Author(s): Wang, Liang;Li, Dan
    Publisher: American Meteorological Society
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    Analysis of Shaft Resistance Setup of Driven Piles in Soft Sensitive Clays Considering Soil Consolidation and Creep 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011:;page 04021216-1
    Author(s): Liang Li; Jingpei Li
    Publisher: ASCE
    Abstract: Soft sensitive clays around a pile shaft experience destructuration during pile installation, excess pore pressure (u) dissipation, and creep after pile installation, but their influence on pile shaft resistance is difficult ...
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    Properties of Cement Mortars Subject to Varied Carbonation Treatments at Early Ages 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012:;page 04023462-1
    Author(s): Liang Li; Qiong Liu; Min Wu
    Publisher: ASCE
    Abstract: Carbonation of cement-based composites at early ages has attracted great interest to achieve mineral CO2 sequestration, as well as to improve the properties. In this study, carbonation of cement mortars of interest ...
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    Limit Equilibrium Analysis of Slope Stability with Coupling Nonlinear Strength Criterion and Double-Strength Reduction Technique 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): Dong-ping Deng; Liang Li
    Publisher: American Society of Civil Engineers
    Abstract: Currently, the strength parameters are reduced by a uniform coefficient for the traditional strength-reduction technique in the slope stability analysis. However, observations proved that the contributions of the strength ...
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    Limit Equilibrium Analysis of Slope Stability with Coupling Nonlinear Strength Criterion and Double-Strength Reduction Technique 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): Dong-ping Deng;Liang Li
    Publisher: American Society of Civil Engineers
    Abstract: Currently, the strength parameters are reduced by a uniform coefficient for the traditional strength-reduction technique in the slope stability analysis. However, observations proved that the contributions of the strength ...
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    Determination of Effective Thermal Conductivity of Asphalt Concrete with Random Aggregate Microstructure 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 012
    Author(s): Jiaqi Chen; Hao Wang; Liang Li
    Publisher: American Society of Civil Engineers
    Abstract: This paper intends to develop and validate an innovative method to determine the effective thermal conductivity of asphalt concrete considering thermal properties of individual components and volumetric compositions. ...
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    Catalytic Ozonation of Ciprofloxacin with Cu–Al Layered Double Hydroxides Based on Response Surface Analysis 

    Source: Journal of Environmental Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 04022010
    Author(s): Runjing Xu; Liang Li; Xiaojie Fu; Liu Yu; Yunjing Jin; Liuqiang Li
    Publisher: ASCE
    Abstract: Cu–Al layered double hydroxides (Cu–Al LDHs) were prepared by coprecipitation and used as a catalyst in heterogeneous a catalytic ozonation of ciprofloxacin. The structure of the synthesized Cu–Al LDHs was investigated by ...
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    Spatial–Temporal Variation of Soil Sliding Probability in Cohesive Slopes with Spatially Variable Soils 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 003:;page 04020263
    Author(s): Zhengwen Qin; Yu Wang; Xin Liu; Liang Li
    Publisher: ASCE
    Abstract: Landslide is a common and severe geohazard that may pose significant risk to adjacent structures such as buildings and buried pipelines. Identification of the failure slip surface is critical for the assessment and management ...
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    Improved Calculation Method for the Internal Force of h-Type Prestressed Anchor Cable Antislide Piles 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 011:;page 04022187
    Author(s): Lianheng Zhao; Weifu Liao; Liang Li; Shihong Hu
    Publisher: ASCE
    Abstract: An h-type prestressed anchor cable antislide pile is suggested for dealing with large-scale landslide disasters. At present, the internal force calculation of h-type antislide piles includes a great deal of cumbersome and ...
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    Investigation of the Load–Settlement Response of Piles in Sand Using an Interface Constitutive Model 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 011:;page 04022198
    Author(s): Pan Zhou; Jingpei Li; Gengyun Liu; Liang Li; Yinghui Nie
    Publisher: ASCE
    Abstract: A semianalytical approach has been developed to investigate the nonlinear load–settlement behavior of bored single piles and pile groups embedded in sands. A more rigorous load-transfer function for the pile shaft, adopted ...
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