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    Numerical Solution of Single Pile Subjected to Torsional Cyclic Load 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 008
    Author(s): Sudip Basack; Sanjay Nimbalkar
    Publisher: American Society of Civil Engineers
    Abstract: Large structures, such as offshore platforms, wind turbine foundations, wide buildings, bridges, and railway granular embankments, are often supported by pile foundations. These structures are usually subjected to large ...
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    Modeling the Performance of Stone Column–Reinforced Soft Ground under Static and Cyclic Loads 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Sudip Basack; Buddhima Indraratna; Cholachat Rujikiatkamjorn
    Publisher: American Society of Civil Engineers
    Abstract: Installing stone columns is a convenient method of soft ground improvement. Although several analytical and numerical solutions are available to predict the performance of stone column–improved soft ground, these models ...
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    Modeling the Performance of Stone Column–Reinforced Soft Ground under Static and Cyclic Loads 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Sudip Basack; Buddhima Indraratna; Cholachat Rujikiatkamjorn
    Publisher: American Society of Civil Engineers
    Abstract: Installing stone columns is a convenient method of soft ground improvement. Although several analytical and numerical solutions are available to predict the performance of stone column–improved soft ground, these models ...
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    Modeling the Stone Column Behavior in Soft Ground with Special Emphasis on Lateral Deformation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Sudip Basack; Buddhima Indraratna; Cholachat Rujikiatkamjorn; Firman Siahaan
    Publisher: American Society of Civil Engineers
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    Hybrid Approach for Rigid Piled-Raft Foundations Subjected to Coupled Loads in Layered Soils 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 005
    Author(s): Linlong Mu; Qingsheng Chen; Maosong Huang; Sudip Basack
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes an efficient hybrid approach for analysis of the responses of piled-raft foundations subjected to coupled loads (combination of vertical loads, horizontal loads, and moments) in layered soils. The ...
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    Biaxial Creep Test Study on the Influence of Structural Anisotropy on Rheological Behavior of Hard Rock 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 010
    Author(s): Chuangzhou Wu; Qingsheng Chen; Sudip Basack; Riqing Xu; Zhenming Shi
    Publisher: American Society of Civil Engineers
    Abstract: Rheological characteristics are one of most important properties needed to be considered in the design and construction for the long-term stability and serviceability of underground structures in the rock mass. To date, ...
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    Field Installation Effects of Stone Columns on Load Settlement Characteristics of Reinforced Soft Ground 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 004:;page 04022004
    Author(s): Sudip Basack; Sanjay Nimbalkar; Moses Karakouzian; Sameer Bharadwaj; Zhenkun Xie; Nathan Krause
    Publisher: ASCE
    Abstract: Soft-soil reinforcement with stone columns is a popular ground improvement method. Installation of columns modifies the surrounding soft soil properties; this phenomenon is termed “smear.” Although several previous ...
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    Utilization of Horizontally Buried Hollow Pipes for Ground Vibration Mitigation in Public Transport Infrastructure: Innovative Technique 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012:;page 04022215
    Author(s): Qingsheng Chen; Yang Li; Zhonghua Hu; Changjie Xu; Sudip Basack; Wenhai Ke
    Publisher: ASCE
    Abstract: Ground vibrations initiated by the passage of vehicles in public transport infrastructure including railways and highways are likely to produce an adverse influence on adjacent structures. Under extreme conditions, this ...
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    New Technique for Ground Vibration Mitigation by Horizontally Buried Hollow Pipes 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007:;page 04021114-1
    Author(s): Qingsheng Chen; Yang Li; Wenhai Ke; Sudip Basack; Changjie Xu
    Publisher: ASCE
    Abstract: Mitigating the ground vibration initiated by the passage of trains to safeguard the surrounding structures is a challenge for geotechnical engineers. Among various existing methods, open trenches are one of the most common ...
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