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    Dense Granular Columns in Liquefiable Ground. II: Effects on Deformations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Deepak Rayamajhi; Ross W. Boulanger; Scott A. Ashford; Ahmed Elgamal
    Publisher: American Society of Civil Engineers
    Abstract: Dense granular columns can be used to mitigate liquefaction hazards through a combination of densification, increases in lateral stress, reinforcement, and drainage effects. Three-dimensional (3D) nonlinear dynamic ...
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    Dense Granular Columns in Liquefiable Ground. I: Shear Reinforcement and Cyclic Stress Ratio Reduction 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Deepak Rayamajhi; Scott A. Ashford; Ross W. Boulanger; Ahmed Elgamal
    Publisher: American Society of Civil Engineers
    Abstract: The installation of dense granular columns by various construction techniques can be used to mitigate liquefaction through a combination of densification, increase of lateral stresses, reinforcement, and drainage. The ...
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    Full-Scale Tests on Effects of Slope on Lateral Capacity of Piles Installed in Cohesive Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 001
    Author(s): Nontapat Nimityongskul; Yohsuke Kawamata; Deepak Rayamajhi; Scott A. Ashford
    Publisher: American Society of Civil Engineers
    Abstract: A series of full-scale lateral load tests of fully instrumented piles in cohesive soils were carried out to assess the lateral response of piles in free-field and near a slope condition. The test piles were loaded laterally ...
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    Dense Granular Columns in Liquefiable Ground. II: Effects on Deformations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Deepak Rayamajhi; Ross W. Boulanger; Scott A. Ashford; Ahmed Elgamal
    Publisher: American Society of Civil Engineers
    Abstract: Dense granular columns can be used to mitigate liquefaction hazards through a combination of densification, increases in lateral stress, reinforcement, and drainage effects. Three-dimensional (3D) nonlinear dynamic ...
    Request PDF

    Dynamic Centrifuge Tests to Evaluate Reinforcing Mechanisms of Soil-Cement Columns in Liquefiable Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 006
    Author(s): Deepak Rayamajhi; Shuji Tamura; Mohammad Khosravi; Ross W. Boulanger; Daniel W. Wilson; Scott A. Ashford; C. Guney Olgun
    Publisher: American Society of Civil Engineers
    Abstract: Four centrifuge tests were performed to investigate the reinforcing mechanisms of soil-cement columns in liquefiable sand. Two unimproved baseline models and two models improved with soil-cement columns were subjected to ...
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