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Issue DateTitleAuthor(s)
11-Jun-2024New Findings on Existing Resilient Modulus Constitutive Models through Performance Comparison on LTPP DataDemeke, Ayenew Yihune ; Sachpazis, Constantine I. ; Assefa, Eleyas ; Pantelidis, Lysandros 
24-May-2024Bearing capacity of shallow foundations: a focus on the depth factors in combination with the respective N-factorsPantelidis, Lysandros 
31-Jan-2024The Effecand Eccentricity on the Bearing Capacity of Shallow Foundations: A Reviewt of Loading Inclination and Eccentricity on the Bearing Capacity of Shallow Foundations: A ReviewPantelidis, Lysandros ; Meddah, Abdelaziz 
41-May-2023Elastic and Consolidation Settlement Analysis of Rigid Footings Relying on the “Characteristic Point”Pantelidis, Lysandros 
51-Jan-2023Modeling the resilient modulus of subgrade soils with a four-parameter constitutive equationDemeke, Ayenew Yihune ; Sachpazis, Constantine I. ; Assefa, Eleyas ; Pantelidis, Lysandros 
61-Oct-2022Improving Very High Plastic Clays with the Combined Effect of Sand, Lime, and Polypropylene FibersMeddah, Abdelaziz ; Goufi, Abd Elmalik ; Pantelidis, Lysandros 
7Jun-2021Empirical Relationships Between the Elastic Settlement of Rigid Rectangular Foundations and the Settlement of the Respective Flexible FoundationsPantelidis, Lysandros 
8Jun-2021The Equivalent Modulus of Elasticity of Soil Mediums for Designing Shallow FoundationsPantelidis, Lysandros 
9May-2021A Comparative Assessment of the Methods-of-Moments for Estimating the Correlation Length of One-Dimensional Random FieldsChristodoulou, Panagiotis ; Pantelidis, Lysandros ; Gravanis, Elias 
102021Pile configuration optimization on the design of combined piled raft foundationsAsefa, Birhanu ; Assefa, Eleyas ; Pantelidis, Lysandros ; Sachpazis, Costas 
11Dec-2020Elastic settlement analysis of rigid rectangular footings on sands and claysPantelidis, Lysandros ; Gravanis, Elias 
12Aug-2020Elastic Settlement Analysis for Various Footing Cases Based on Strain Influence AreasPantelidis, Lysandros 
13Jul-2020An analytical random field solution for the reliability of axially loaded piles in the ultimate limit state considering the effect of soil samplingGravanis, Elias ; Pantelidis, Lysandros ; Christodoulou, Panagiotis 
141-Jun-2020Strain influence factor charts for settlement evaluation of spread foundations based on the stress-strain methodPantelidis, Lysandros 
15May-2020The effect of targeted field investigation on the reliability of axially loaded piles: A random field approachChristodoulou, Panagiotis ; Pantelidis, Lysandros ; Gravanis, Elias 
16Mar-2020The effect of targeted field investigation on the reliability of earth-retaining structures in passive state: A random field approachChristodoulou, Panagiotis ; Pantelidis, Lysandros ; Gravanis, Elias 
17Jan-2020A Critical Review of Schmertmann’s Strain Influence Factor Method for Immediate Settlement AnalysisPantelidis, Lysandros 
18Jan-2020Reducing statistical uncertainty in elastic settlement analysis of shallow foundations relying on targeted field investigation: A random field approachChristodoulou, Panagiotis ; Pantelidis, Lysandros 
192020Stability assessment of soil slopes in three dimensions: The effect of the width of failure and of tension crackPantelidis, Lysandros ; Gravanis, Elias ; Gkotsis, Konstantinos-Paraskevas 
2015-Dec-2019The equivalent modulus of elasticity of layered soil mediums for designing shallow foundations with the Winkler spring hypothesis: A critical reviewPantelidis, Lysandros