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    Reliability-Based Performance of Embankments Improved with Deep Mixing Considering Spatial Variability of Material Properties 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2018:;Volume ( 004 ):;issue: 004
    Author(s): Wijerathna Manasi;Liyanapathirana D. S.
    Publisher: American Society of Civil Engineers
    Abstract: Geotechnical structures are generally designed using the deterministic approach, where uniform properties are used over the material space. This approach is not appropriate for deep cement mixed (DCM) ground due to the ...
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    Significance of Spatial Variability of Deep Cement Mixed Columns on Reliability of Column-Supported Embankments 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 008
    Author(s): Manasi Wijerathna; D. S. Liyanapathirana
    Publisher: American Society of Civil Engineers
    Abstract: The spatial variability of mechanical properties of deep cement mixed (DCM) soil leads to uncertainty in performance of DCM column–supported embankments. While adequate safety levels can be achieved using a large factor ...
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    Seismic Lateral Response of Piles in Liquefying Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 012
    Author(s): D. S. Liyanapathirana; H. G. Poulos
    Publisher: American Society of Civil Engineers
    Abstract: Soil liquefaction is one of the major factors affecting the behavior of piles founded in seismically active areas. Although methods are available for seismic analysis of pile foundations, in many of them, the supporting ...
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    Pseudostatic Approach for Seismic Analysis of Piles in Liquefying Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 012
    Author(s): D. S. Liyanapathirana; H. G. Poulos
    Publisher: American Society of Civil Engineers
    Abstract: The performance of pile foundations during an earthquake significantly influences the integrity of structures supported by them. Therefore, in the overall seismic design process of the structures, modeling of the ...
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    Tactical Conflict Prevention Strategies in Public–Private Partnerships: Lessons from Experts 

    Source: Journal of Legal Affairs and Dispute Resolution in Engineering and Construction:;2024:;Volume ( 016 ):;issue: 001:;page 04523046-1
    Author(s): Dakshina Liyanapathirana; Onaopepo Adeniyi; Pavithra Rathnasiri
    Publisher: ASCE
    Abstract: Conflicts are frequent in public–private partnerships (PPP) due to the involvement of multidisciplined parties within the process. Individual parties among the numerous stakeholders often work toward achieving their own ...
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    Analytical Solution for the Consolidation Behavior of Deep Cement Mixed Column–Improved Ground 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): Manasi Wijerathna; D. S. Liyanapathirana; Chin Jian Leo
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analytical solution for the consolidation behavior of deep cement mixed (DCM) column–improved ground on the basis of the equal strain condition. The proposed analytical solution accounted for the ...
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    Numerical Modeling of Nonhomogeneous Behavior of Structured Soils during Triaxial Tests 

    Source: International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 001
    Author(s): D. S. Liyanapathirana; J. P. Carter; D. W. Airey
    Publisher: American Society of Civil Engineers
    Abstract: The nonhomogeneous behavior of structured soils during triaxial tests has been studied using a finite element model based on the Structured Cam Clay constitutive model with Biot-type consolidation. The effect of inhomogeneities ...
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    Comparison of Different Two-Dimensional Idealizations for a Geosynthetic-Reinforced Pile-Supported Embankment 

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 006
    Author(s): Priyanath; Ariyarathne; D. S.; Liyanapathirana; C. J.; Leo
    Publisher: American Society of Civil Engineers
    Abstract: Embankment construction on soft ground has increased considerably over recent years as a result of the increase in infrastructure development activities and because of the unavailability of suitable land. Geosynthetic-reinforced ...
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    Effects of Wall Movements on Performance of Integral Abutment Bridges 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    Author(s): Ahmed Al-qarawi; Chin Leo; D. S. Liyanapathirana
    Publisher: ASCE
    Abstract: Abutment walls in integral abutment bridges (IABs) move in a cyclic pattern in response to temperature-induced expansion and/or contraction of the bridge superstructure. The repetitive abutment movements cause an active-wedge ...
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    A Novel Geopolymer-Based Composite Material from Recycled Waste Glass 

    Source: Journal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 003:;page 04025584-1
    Author(s): Premathilaka, K. K. W.; Liyanapathirana, D. S.; Leo, C. J.
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe construction industry is transforming rapidly, embracing recycled materials, moving toward a climate-resilient future, and advancing a circular economy. There are significant benefits in reusing materials that ...
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