1. Ktisis Cyprus University of Technology

Pantelidis, Lysandros (rp00076)

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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 
21-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 
31-May-2023Elastic and Consolidation Settlement Analysis of Rigid Footings Relying on the “Characteristic Point”Pantelidis, Lysandros 
41-Jan-2023Modeling the resilient modulus of subgrade soils with a four-parameter constitutive equationDemeke, Ayenew Yihune ; Sachpazis, Constantine I. ; Assefa, Eleyas ; Pantelidis, Lysandros 
5May-2021A Comparative Assessment of the Methods-of-Moments for Estimating the Correlation Length of One-Dimensional Random FieldsChristodoulou, Panagiotis ; Pantelidis, Lysandros ; Gravanis, Elias 
62021Pile configuration optimization on the design of combined piled raft foundationsAsefa, Birhanu ; Assefa, Eleyas ; Pantelidis, Lysandros ; Sachpazis, Costas 
7Aug-2020Elastic Settlement Analysis for Various Footing Cases Based on Strain Influence AreasPantelidis, Lysandros 
8Jan-2020A Critical Review of Schmertmann’s Strain Influence Factor Method for Immediate Settlement AnalysisPantelidis, Lysandros 
92020Stability assessment of soil slopes in three dimensions: The effect of the width of failure and of tension crackPantelidis, Lysandros ; Gravanis, Elias ; Gkotsis, Konstantinos-Paraskevas 
1015-Dec-2019The equivalent modulus of elasticity of layered soil mediums for designing shallow foundations with the Winkler spring hypothesis: A critical reviewPantelidis, Lysandros 
11Oct-2014An analytical solution in probabilistic rock slope stability assessment based on random fieldsGravanis, Elias ; Pantelidis, Lysandros ; Griffiths, D. V. 
12Feb-2014Integrating Eurocode 7 (load and resistance factor design) using nonconventional factoring strategies in slope stability analysisPantelidis, Lysandros ; Griffiths, D.V. 
13Jan-2013Equal-area projection: spheroid to sphere to planePantelidis, Lysandros 
1424-Jul-2012Stability of Earth Slopes. Part I: Two-dimensional Analysis in Closed-formPantelidis, Lysandros ; Griffiths, D.V. ; Pantelidis, Lysandros 
15Jul-2012Stability tables for homogeneous earth slopes with benchesPantelidis, Lysandros ; Psaltou, Emmanouil 
162012Stability of earth slopes. Part II: Three dimensional analysis in closed-formGriffiths, D.V. ; Pantelidis, Lysandros ; Griffiths, D.V. 
172012Area of spherical lune formed by two random planesPantelidis, Lysandros 
182012Stability Assessment of Slopes Using Different Factoring StrategiesGriffiths, D.V. ; Pantelidis, Lysandros 
19Dec-2011Designing passive rockfall measures based on computer simulation and field experience to enhance highway safetyKokkalis, Alexandros G. ; Pantelidis, Lysandros ; Kokkalis, Alexandros G. 
20Aug-2011A critical review of highway slope instability risk assessment systemsPantelidis, Lysandros