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    Alkali-Activated Ground-Granulated Blast Furnace Slag for Stabilization of Marine Soft Clay 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 004
    Author(s): Yaolin Yi; Cheng Li; Songyu Liu
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigated the stabilization efficacy of alkali-activated ground-granulated blast furnace slag (GGBS) for a marine soft clay, compared with that of portland cement (PC). The influence of activators, including NaOH,
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    Closure to “Reclaimed Lignin-Stabilized Silty Soil: Undrained Shear Strength, Atterberg Limits, and Microstructure Characteristics” by Tao Zhang, Guojun Cai, and Songyu Liu 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 003:;page 07020002-1
    Author(s): Tao Zhang; Guojun Cai; Songyu Liu
    Publisher: ASCE
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    Reliability Analysis of Shield Tunnel Lining in Service with Field Inspection 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 006
    Author(s): Xiangchun Xu; Songyu Liu; Liyuan Tong; Hongjiang Li
    Publisher: ASCE
    Abstract: Under long-term service, shield tunnel linings are prone to diseases such as bolt corrosion, reinforcement corrosion, and cracks; therefore reliability analysis of tunnel linings is significant for overall tunnel stability. ...
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    Effect of Excavation Disturbance on Clayey Soil Mechanical Properties and Pile Capacity 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 007:;page 05022003
    Author(s): Taishan Lu; Songyu Liu; Guojun Cai; Kai Wu; Zan Li
    Publisher: ASCE
    Abstract: Excavation causes disturbance to the surrounding soil, affecting the soil’s mechanical properties. This study presents a case study to investigate the effect of excavation disturbance on soil properties and pile capacity ...
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    Study on Strength Characteristics and Hardening Mechanism of Alkali Residue–Based Lightweight Soil 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 004:;page 04024023-1
    Author(s): Zhengcheng Wang; Songyu Liu; Kai Wu; Lei Huang; Jianbin Wang
    Publisher: ASCE
    Abstract: The accumulation of alkali residue has led to significant contamination of soil, air, and water, posing a hazardous threat to the environment. To address this issue, a technology and method for producing alkali residue–based ...
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    Experimental Study of Interface Shear Characteristics of Pervious Concrete and Carbonated Soil in the MgO-Carbonated Composite Pile 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 004:;page 04024020-1
    Author(s): Chaozhe Zhang; Ying Zhang; Songyu Liu; Yizhao Liu; Guanghua Cai; Chen Jiang
    Publisher: ASCE
    Abstract: Regarding a novel and low-carbon composite pile, the MgO-carbonated composite pile (MCP) is formed by a pervious concrete pile (inner core) at the center of a deep magnesia (MgO) mixing column (outer core) subjected to ...
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    Nonlinear Analyses for Coupled Problem of Temperature and Seepage Fields in Cold Regions Retaining Walls 

    Source: Journal of Cold Regions Engineering:;2002:;Volume ( 016 ):;issue: 003
    Author(s): Yuanming Lai; Ziwang Wu; Songyu Liu; Xuejun Den
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a mathematical mechanical model and the governing differential equations of the coupled problem of temperature and seepage fields, with phase change, are derived from the theories of heat transfer and seepage. ...
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    Comparison in Undrained Shear Strength between Undisturbed and Remolded Ariake Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): Zhenshun Hong; Songyu Liu; Shuilong Shen; Takehito Negami
    Publisher: American Society of Civil Engineers
    Abstract: Triaxial consolidation undrained shear tests are performed on both undisturbed and remolded Ariake clays to investigate the undrained shear strength behavior. When the applied confining stress is larger than the triaxial ...
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    Exploring Pore Structure Characteristics of Alkali Residue-Based Foamed Concrete and Their Effect on Compressive Properties: Insights from Low-Field Nuclear Magnetic Resonance Analysis 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 009:;page 04024253-1
    Author(s): Zhengcheng Wang; Kai Wu; Songyu Liu; Guangyin Du; Jiafu Chen; Jue Hou
    Publisher: American Society of Civil Engineers
    Abstract: Based on investigated mechanical properties of alkali residue-based foamed concrete (A-FC), this paper presents a comprehensive examination of the microstructural features of A-FC and their impact on compressive properties. ...
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    Robust Geotechnical Design of Piles Incorporating System Reliability 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025012-1
    Author(s): Zening Zhao; Wei Duan; Guojun Cai; Limin Zhang; Haifeng Zou; Songyu Liu
    Publisher: American Society of Civil Engineers
    Abstract: There is a trade-off between pile safety and cost, and a balance between the two factors is crucial. An important aspect of pile safety that is often overlooked is design robustness, which requires that the structural ...
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