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    Stabilization of Crushed Basaltic Rocks and Clay Mixtures Using Cementitious Additives 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 004
    Author(s): Srijib Chakrabarti; Jayantha Kodikara
    Publisher: American Society of Civil Engineers
    Abstract: In situ stabilization using cementitious binders has become a common activity for rehabilitating degraded road pavements in Australia. Industrial waste products mixed with traditional binders like general-purpose portland ...
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    Modeling of Moisture Diffusion in Crushed Basaltic Rock Stabilized with Cementitious Binders 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 006
    Author(s): Jayantha Kodikara; Srijib Chakrabarti
    Publisher: American Society of Civil Engineers
    Abstract: The prediction of moisture diffusion within the cementitiously stabilized materials is essential for assessing their shrinkage and associated cracking potential. A theoretical approach was presented for modeling of moisture ...
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    Modeling of Moisture Loss in Cementitiously Stabilized Pavement Materials 

    Source: International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 004
    Author(s): Jayantha Kodikara; Srijib Chakrabarti
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents a theoretical and experimental approach for the modeling of moisture loss during the drying of cementitiously stabilized pavement materials containing varying contents of fine-grained soil. The process ...
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    Use of Material Interfaces in DEM to Simulate Soil Fracture Propagation in Mode I Cracking 

    Source: International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 004
    Author(s): Aruna Amarasiri; Jayantha Kodikara
    Publisher: American Society of Civil Engineers
    Abstract: Mode I fracture is common in geomechanics in desiccation cracking, hydraulic fracture, and pressuremeter testing. The cohesive crack model has been used extensively and successfully in numerical modeling of such fracture ...
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    Physical Model–Based Failure Prediction of Concrete Stormwater Pipes Subjected to Rebar Corrosion 

    Source: Journal of Pipeline Systems Engineering and Practice:;2022:;Volume ( 013 ):;issue: 004:;page 04022048
    Author(s): Guoyang Fu; Jayantha Kodikara
    Publisher: ASCE
    Abstract: This paper proposes a physical model–based approach for predicting failures of concrete stormwater pipelines considering corrosion of reinforcing steel bars. Three failure modes, namely flexure failure, shear failure, and ...
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    Theoretical p-y Curves for Laterally Loaded Single Piles in Undrained Clay Using Bezier Curves 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Jayantha Kodikara; Asadul Haque; Kah Ying Lee
    Publisher: American Society of Civil Engineers
    Abstract: An alternative method was introduced for predicting the nonlinear
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    Estimation of the Short-Term Probability of Failure in Water Mains 

    Source: Journal of Water Resources Planning and Management:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Li Chik; David Albrecht; Jayantha Kodikara
    Publisher: American Society of Civil Engineers
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    Improvement of Problematic Soils by Lime Slurry Pressure Injection: Case Study 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 010
    Author(s): Alex Wilkinson; Asadul Haque; Jayantha Kodikara; John Adamson; David Christie
    Publisher: American Society of Civil Engineers
    Abstract: Lime slurry pressure injection (LSPI) is a stabilization operation used in problematic soils by transportation industries with the aim of improving the geotechnical properties and bringing excessive maintenance costs to ...
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    Numerical Simulation of Pressure Transients in Water Supply Networks as Applicable to Critical Water Pipe Asset Management 

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Suranji Rathnayaka; Robert Keller; Jayantha Kodikara; Li Chik
    Publisher: American Society of Civil Engineers
    Abstract: It is well known that internal water pressure, including pressure transients, in water supply networks is a major contributing factor in many pipe failures. Reliable prediction of pipe failures needs accurate information ...
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    New Observations on the Application of LS-SVM in Slope System Reliability Analysis 

    Source: Journal of Computing in Civil Engineering:;2017:;Volume ( 031 ):;issue: 002
    Author(s): Jian Ji; Chunshun Zhang; Yilin Gui; Qing Lü; Jayantha Kodikara
    Publisher: American Society of Civil Engineers
    Abstract: The stability evaluation of earth slopes is a common practice in geotechnical designs. To account for uncertain characteristics of soil properties, probabilistic evaluation that requires repeated calculations of factor of ...
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