Επισκέψεις

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Περιοδικά

 

2021

  • Comodromos EM, Papadopoulou MC and Randolph MF (2021) “Improved relationships for the pile base response in clayey soils”, J Geotech Geoenv Engrg, ASCE, 10.1061/(ASCE)GT.1943-5606.0002606 (in press)
  • Huang Z-K, Argyroudis S, Pitilakis K, Zhang D-M and Tsinidis G (2021) Fragility assessment of tunnels in soft soils using artificial neural networks. Underground Space, doi: 10.1016/j.undsp.2021.07.007 (In press)
  • Kallioglou, P. and Vairamidou, S. (2021), Scientific Knowledge and Social Skills Development in Higher Education: A Study in the Implementation of Student-Centred-Learning Approach in “Experimental Soil Mechanics” Course, Sciences of Education, No. 7.
  • Sapora A., Efremidis G., and Cornetti P. (2021), “Comparison between two nonlocal criteria: A case study on pressurized holes”, Procedia Structural Integrity 33, 456–464, doi: 10.1016/j.prostr.2021.10.052.
  • Sapora A., Efremidis G., and Cornetti P. (2021), Non-local criteria for the borehole problem: Gradient Elasticity versus Finite Fracture Mechanics, Meccanica, doi: 10.1007/s11012-021-01376-6.

     

2020

  • Efremidis G., Tsagrakis I., and Aifantis E.C. (2020), An elastoplastic axisymmetric borehole problem using a deformation theory of gradient plasticity, Geomechanics and Geoengineering – An International Journal, doi: 10.1080/17486025.2020.1827160.
  • Huang Z-K, Pitilakis K, Argyroudis S, Tsinidis G and Zhang D-M (2020) Selection of optimal intensity measures for fragility assessment of circular tunnels in soft soil deposits. Soil Dynamics and Earthquake Engineering, 145:106724, doi: 10.1016/j.soildyn.2021.106724.
  • Huang Z-K, Pitilakis K, Tsinidis G, Argyroudis S and Zhang D (2020) Seismic vulnerability of circular tunnels in soft soil deposits: The case of Shanghai metropolitan system. Tunnelling and Underground Space Technology, 98:103341, doi: 10.1016/j.tust.2020.103341
  • Georgiadis K, Skordas D, Kamas I and Comodromos E (2020) "Heating and cooling induced stresses and displacements in heat exchanger piles in sand", Renewable Energy,  Vol. 147(2), pp. 2599-2617, doi.org:10.1016/j.renene.2018.11.078.
  • Tsinidis G, De Silva F, Anastasopoulos I, Bilotta E, Bobet A, Hashash YMA, He C, Kampas G, Knappett J,
    Madabhushi G, Nikitas N, Pitilakis K, Silvestri F, Viggiani G and Fuentes R (2020) Seismic behavior of tunnels: From experiments to analysis. Tunnelling and Underground Space Technology, 99:103334, doi:
    10.1016/j.tust.2020.103334
  • Tsinidis G, Di Sarno L, Sextos A and Furtner P (2020) Optimal intensity measures for the structural assessment of buried steel natural gas pipelines due to seismically induced axial compression at geotechnical discontinuities. Soil Dynamics and Earthquake Engineering, 137:106030, doi: 10.1016/j.soildyn.2019.106030
  • Tsinidis G, Di Sarno L, Sextos A and Furtner P (2020) Seismic fragility of buried steel natural gas pipelines due to axial compression at geotechnical discontinuities. Bulletin of Earthquake Engineering, 18:837-906, doi: 10.1007/s10518-019-00736-8

 

2019 

  • Alamanis, N., Dakoulas P. (2019), Simulation of random fields of soil properties by the local average subdivision method and engineering applications, International Journal of Energy Systems, Springer, doi.org/10.1007/s12667-019-00362-y.

  • Dakoulas, P. (2019) “Effect of key parameters on the nonlinear canyon-dam-water interaction of a concrete arch dam”, Journal of Earthquake Engineering and Structural Dynamics (under preparation).
  • Dakoulas, P., Stavrotheodorou, E. (2019), “Analysis of concrete faced rockfill dams using Lade’s model and gradient plasticity” (under revision for resubmission).

  • Dakoulas, P. and Stavrotheodorou E. (2019), “Reanalysis of the Mohale concrete face rockfill dam failure”, (under preparation).
  • Georgiadis K, Skordas D, Kamas I and Comodromos E (2019) "Heating and cooling induced stresses and displacements in heat exchanger piles in sand", Renewable Energy, 10.1016/j.renene.2018.11.078 (in press). 
  • Kallioglou, P. & Tika, Th. (2019) "Shear modulus and damping ratio of marls", International Journal of Geotechnical Engineering,  (submitted).
  • Sheil BB, McCabe BA, Comodromos EM and Lehane BM (2019) "Pile groups under axial loading: an overview of simplified nonlinear prediction models", Geotechnique, Vol. 69, No. 7, pp. 565-579 doi.org:10.1680/jgeot.17.r.040.
  • Stavrotheodorou, E. and Dakoulas P. (2019), “Effect of height and rockfill stiffness on the performance of concrete face rockfill dams” (under revision for resubmission).
  • Tsinidis G, Di Sarno L, Sextos A and Furtner P (2019) A critical review on the vulnerability assessment of natural gas pipelines subjected to seismic wave propagation. Part 2: Pipe analysis aspects. Tunnelling and Underground Space Technology, 92:103056, doi: 10.1016/j.tust.2019.103056
  • Tsinidis G, Di Sarno L, Sextos A and Furtner P (2019) Critical review on the vulnerability assessment of natural gas pipelines subjected to seismic wave propagation. Part 1: fragility relations and implemented seismic intensity measures. Tunnelling and Underground Space Technology, 86:279-296, doi: 10.1016/j.tust.2019.01.025
  • Tsinidis G, Papantou M and Mitoulis S (2019) Response of integral abutment bridges under a sequence of
    cyclic thermal loading and seismic shaking. Earthquakes & Structures, 16(1):11-28, doi:
    10.12989/eas.2019.16.1.011

 

2018 

  • Chen H., Qi C., Efremidis G., Dorogov M., Aifantis E. C., (2018) “Gradient elasticity and size effect for the borehole problem”, Acta Mechanica 229, pp. 3305-3318. 
  • Comodromos EM, Papadopoulou MC and Georgiadis K (2018) "Design procedure for the modelling of jet-grout column slabs supporting deep excavations", Computers & Geotechnics, Vol. 100, pp 110-120. doi.org/10.1016/j.compgeo.2018.04.008.
  • Dakoulas, P., Vazouras, P., Kallioglou, P. & Gazetas, G. (2018) "Effective-stress seismic analysis of a gravity multi-block quay wall", Soil Dynamics and Earthquake Engineering,  Vol. 115, pp. 378-393.
  • Tsinidis G (2018) Response of urban single and twin circular tunnels subjected transversal ground seismic
    shaking. Tunnelling and Underground Space Technology, 76:177-193, doi: 10.1016/j.tust.2018.03.016
  • Zormpa TE, Comodromos EM (2018) "Numerical Evaluation of Pile Response Under Combined Lateral and Axial Loading", Geotechnical and Geological Engineering, Vol. 36 pp 793-811 doi: DOI 10.1007/s10706-017-0354-1.

 

2017

  • Argyroudis S, Tsinidis G, Gatti F and Pitilakis K (2017) Effects of SSI and lining corrosion on the seismic
    vulnerability of shallow circular tunnels. Soil Dynamics and Earthquake Engineering, 98:244-256, doi:
    10.1016/j.soildyn.2017.04.016
  • Efremidis, G., Avlonitis, M., Konstantinidis, A. and Aifantis, E.C., (2017) “A statistical study of precursor activity in earthquake-induced landslides”, Computers and Geotechnics 81, pp. 137-142.
  • Pitilakis K, Tsinidis G and Karafagka S (2017) Analysis of the seismic behavior of classical multi-drum and
    monolithic columns. Bulletin of Earthquake Engineering, 15(12): 5287-5307, doi: 10.1007/s10518-017-01604

  • Sarvanis, G., Karamanos, S.A., Vazouras, P., Mecozzi E., Lucci A. and Dakoulas P., (2017), "Permanent Ground-Induced Actions in Buried Pipelines: Numerical Modeling and Experimental Verification", Journal of Earthquake Engineering and Structural Dynamics, 47 (4), 966-987.
  • Tsinidis G and Pitilakis K (2017) Improved R-F relations for the transversal seismic analysis of rectangular
    tunnels. Soil Dynamics and Earthquake Engineering, 107:48-65, doi: 10.1016/j.soildyn.2018.01.004

  • Tsinidis G (2017) Response characteristics of rectangular tunnels in soft soil subjected to transversal ground shaking. Tunnelling and Underground Space Technology, 62:1-22, doi: 10.1016/j.tust.2016.11.003

 

2016 

  • Comodromos EM, Papadopoulou MC and Laloui L. (2016) "Contribution to the design methodologies of piled raft foundations under combined loadings", Canadian Geotechnical Journal. doi: 10.1139/cgj-2015-0251.
  • Tsinidis G, Pitilakis K and Madabhushi G (2016) On the dynamic response of square tunnels in sand.
    Engineering Structures, 125:419-437, doi: 10.1016/j.engstruct.2016.07.014

  • Tsinidis G, Rovithis E, Pitilakis K and Chazelas J-L (2016) Seismic response of box-type tunnels in soft soil: Experimental and numerical investigation. Tunnelling and Underground Space Technology, 59:199-214, doi: 10.1016/j.tust.2016.07.008

  • Tsinidis G, Pitilakis K and Anagnostopoulos C (2016) Circular tunnels in sand: Dynamic response and efficiency of seismic analysis methods at extreme lining flexibilities. Bulletin of Earthquake Engineering, 14(10):29032929, doi: 10.1007/s10518-016-9928-1

  •  

    Tsinidis G, Heron C, Madabhushi G and Pitilakis K (2016) Calibration of strain gauged square tunnels for
    centrifuge testing. Geotechnical and Geological Engineering, 34(3):911-921, doi: 10.1007/s10706-016-00159

 

2015

  • Tsinidis G, Pitilakis K, Madabhushi G and Heron C (2015) Dynamic response of flexible square tunnels:
    Centrifuge testing and validation of existing design methodologies. Géotechnique, 65(5):401-417, doi:
    10.1680/geot.SIP.15.P.004
  • Vazouras, P., Dakoulas, P., and Karamanos, S. A. (2015) “Soil–Structure Interaction Effects of Steel Pipelines Crossing Active Seismic Faults”, Journal of Soil Dynamics and Earthquake Engineering, 72, 45-65.

 

2014 

  • Avlonitis, M., Efremidis, G. and Konstantinidis, A., (2014) “A statistical study of precursor activity in rain-induced landslides”, Journal of the Mechanical Behavior of Materials, Vol.23, No. 3-4, pp. 79-86.

  • Comodromos EM, Papadopoulou MC and Konstantinidis GK (2014) "Numerical assessment of subsidence and adjacent buildings movements induced by TBM-EPB tunneling", J Geotech Geoenv Engrg, ASCE Vol. 140, No. 11, paper no. 4014061. 
  • Papadopoulou MC and Comodromos EM (2014) "Explicit extension of the p-y method to pile groups in sandy soils", Acta Geotechnica, Vol. 9 (3), pp. 485-497.
  • Pitilakis K, Tsinidis G, Leanza A and Maugeri M (2014) Seismic behaviour of circular tunnels accounting for above ground structures interaction effects. Soil Dynamics and Earthquake Engineering, 67:1-15, doi: 10.1016/j.soildyn.2014.08.009
  • Tsinidis G, Pitilakis K and Trikalioti AD (2014) Numerical simulation of round robin numerical test on tunnels using a simplified kinematic hardening model. Acta Geotechnica, 9(4):641-659, doi: 10.1007/s11440-0130293-9

 

2013 

  • Comodromos EM and Papadopoulou MC (2013) "Explicit extension of the p-y method to pile groups in cohesive soils", Computers & Geotechnics, Vol. 47, pp 28-41. 
  • Comodromos EM, Papadopoulou MC and Konstantinidis GK (2013) "Effects from diaphragm wall installation to surrounding soil and adjacent buildings", Computers & Geotechnics, Vol. 53, pp 106-121.

 

2012 

  • Comodromos E.M. and Papadopoulou M.C. (2012) "Response evaluation of horizontally loaded pile groups in clayey soils", Geotechnique, Vol. 62, No. 4, pp 329-39.
  • Vazouras, P., Karamanos, S. A., and Dakoulas, P., (2012) “Mechanical Behavior of Buried Steel Pipes Crossing Active Strike-Slip Faults”, Journal of Soil Dynamics and Earthquake Engineering, 41, 164-180.

 

2011

  • Dakoulas, P. (2011), “Longitudinal vibrations of tall concrete faced rockfill dams in narrow canyons”, Journal of Soil Dynamics and Earthquake Engineering, 41, 44-58.
  • Dakoulas, P. (2011), “Nonlinear seismic response of tall concrete faced rockfill dams in narrow canyons” Journal of Soil Dynamics and Earthquake Engineering, 34, 11-24.

 

2010 

  • Papadopoulou M.C., Comodromos E. M. (2010) 'On the response prediction of horizontally loaded fixed-head pile groups in sands', Computers & Geotechnics, Vol. 37, No. 7-8, pp 930-941.
  • Papadopoulou, A., Kallioglou, P., Papadopoulos, S., Tika, Th. & Batum E. (2010), "Liquefaction Resistance of Silty Sands and Dynamic Properties of Cohesive Soils from Düzce ", Turkey, Journal of Earhquake Engineering,  Vol. 14, pp. 351-362.
  • Tika, Th., Kallioglou, P., G. Koninis, P. Michaelidis, M. Efthimiou and Pitilakis, K. (2010), "Dynamic properties of cemented soils from Cyprus ", Bulletin of Engineering Geology and the Environment, Vol. 69, No. 2, pp. 295-307.
  • Vazouras, P., Karamanos, S. and Dakoulas, P., (2010), “Finite element analysis of buried steel pipelines under strike-slip fault displacements”, Journal of Soil Dynamics and Earthquake Engineering, 30, 1361-1376. 

 

2009 

  • Comodromos E. M. and Bareka S.V. (2009) "Response evaluation of axially loaded fixed-head pile groups in clayey soils', International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 33, No. 17, pp. 1839-1865. 
  • Comodromos E. M., Papadopoulou M.C. and Rentzeperis I.K. (2009) 'Pile foundation analysis and design using experimental data and 3-D numerical analysis', Computers & Geotechnics, Vol. 36, No. 5, pp 819-836. (outstanding paper 2010-2015) 
  • Comodromos E. M., Papadopoulou M.C. and Rentzeperis I.K. (2009) 'The effect of cracking on the response of pile test under horizontal loading', J Geotech Geoenv Engrg, ASCE, Vol. 135, No. 9, pp 1275-1284.
  • Efremidis G., and Aifantis E.C., (2009) "Application of a gradient elasticity model to interpret size effects in uniaxial loading", Journal of the Mechanical Behavior of Materials, Vol.19, No. 1, pp. 1-14.

  • Efremidis G., Pugno N., and Aifantis E.C., (2009) "A proposition for a “Self-Consistent” gradient elasticity", Journal of the Mechanical Behavior of Materials, Vol.19, No. 1, pp. 15-30.

  • Κallioglou, P., Tika, Th., G. Koninis, St. Papadopoulos and Pitilakis, K. (2009), "Shear modulus and damping ratio of organic soils ", Geotechnical and Geological Engineering, Vol. 27, No. 2, pp. 217-235.

 

2008 

  • Dakoulas, P. and Gazetas, G. (2008), “Insight into Dynamic Earth and Water Pressures against Caisson Quay Walls”, Geotechnique, ICE, 58(2), 95-111. (Received the Hsieh Award 2009, Institution of Civil Engineers, UK).

  • Dakoulas, P., Thanopoulos, Y., and Anastassopoulos, K. (2008), “Nonlinear 3D simulation of CFR dam construction and reservoir filling”, International Journal of Hydropower and Dams, Issue 2, 95-101.
  • Kallioglou, P., Tika, Th. and Pitilakis, K. (2008), "Shear modulus and damping ratio of cohesive soils", Journal of Earthquake Engineering, Vol. 12, No. 6, pp. 879-913.

 

2007 

  • Comodromos E . (2007) Comment on 'Influence of the vertical load on the lateral response of piles in sand’, Computers & Geotechnics, Vol. 34, No. 6, pp 539-539.
  • Efremidis G., and Aifantis E.C., (2007) "The coefficient of geostatic stress: Classical elasticity vs. gradient elasticity", Journal of the Mechanical Behavior of Materials, Vol.18, No. 1, pp. 43-54.

 

2006

  • Tsagrakis I., Efremidis G., Konstantinidis A., and Aifantis E.C., (2006) "Deformation vs. flow and wavelet-based models of gradient plasticity: Examples of axial symmetry", International Journal of Plasticity 22, pp. 1456 – 1485.

 

2005 

  • Comodromos E. M. and Bareka S. (2005) 'Evaluation of Negative Skin Friction Effects in Pile Foundations Using 3D Nonlinear Analysis’, Computers & Geotechnics, Vol. 32, No. 3, pp 210-221. 
  • Comodromos E. and Bareka S. (2005) 'Response Prediction for Axially Loaded Fixed Head Pile Groups’, Journal of the Mechanical Behavior of Materials, Vol. 16, No 1-2, pp 27-34. 
  • Comodromos, E. and Pitilakis K. (2005) "Response Evaluation of Horizontally Loaded Fixed-Head Pile Groups using 3-D Nonlinear Analysis’, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 29, No. 6, pp 597-625.
  • Dakoulas, P. and Gazetas, G. (2005), “Seismic Effective Stress Analysis of Caisson Quay Walls: Application to Kobe”, Journal of Soils and Foundations, 45(4), 133-147.

 

2004 

  • Anagnostopoulos C., and Efremidis G., (2004) "Size effect in compressive strength of grouted sand – Part I: Experiments", Journal of the Mechanical Behavior of Materials, Vol.15, No.3, pp. 203-210.
  • Comodromos, E. (2004) "Response Evaluation of Axially Loaded Fixed-Head Pile Groups using 3D Nonlinear Analysis’, Soils and Foundations, Vol. 44, No. 2, pp 31-39. 
  • Κωμοδρόμος, Α. (2004) "Αριθμητικός Προσδιορισμός Απόκρισης Ομάδας Πασσάλων με Ενιαίο Κεφαλόδεσμο υπό Κατακόρυφη Φόρτιση’, Τεχνικά Χρονικά, Τεύχος 1, σελ. 57-68.
  • Efremidis G., and Aifantis E.C., (2004) "Gradient elasticity and size effects in borehole breakouts: An application of Ru-Aifantis theorem", Journal of the Mechanical Behavior of Materials Vol.15, Nos. 4-5, pp. 279-289.
  • Efremidis G., and Anagnostopoulos C., (2004) "Size effect in compressive strength of grouted sand – Part II: Modeling of experimental data", Journal of the Mechanical Behavior of Materials, Vol.15, No.3, pp. 211-218.
  • Efremidis G., Rambert G., and Aifantis E.C., (2004) "Gradient elasticity and size effect for a pressurized thick hollow cylinder", Journal of the Mechanical Behavior of Materials, Vol.15, No.3, pp. 169-183. 

  • Pitilakis, K., Makropoulos, K., Bernard, P., Lemeille, F., Lyon-Caen, H., Berge-Thierry C., Tika, Th., Manakou, M., Diagourtas, D., Raptakis, D., Kallioglou, P., Makra, K., Pitilakis, D. and Bonilla F. (2004), "The Corinth Gulf Soft Soil Array (CORSSA) to study site effects", C.R. Geoscience, 336, 2004.
  • Tsagrakis I., Efremidis G., and Aifantis E.C., (2004) "Size effects in thick-walled hollow cylinders: Deformation versus flow theory of gradient plasticity", Journal of the Mechanical Behavior of Materials, Vol.15, No.3, pp. 149-168.

  

2003 

  • Comodromos, E (2003) "Response prediction of horizontally loaded pile groups", Geotechnical Engineering Journal, Vol. 34, No. 2, pp. 123-133. 
  • Comodromos, E., Anagnostopoulos Ch. and Georgiadis M. (2003) "Numerical Assessment of Axial Pile Group Response Based on Load Test", Computers & Geotechnics, Vol. 30, No. 6, pp. 505-515.

 

2001

  • Efremidis G., Carpinteri Α., and Aifantis E.C., (2001) "Griffith theory versus gradient elasticity in the evaluation of tensile strength: Porous materials", Journal of the Mechanical Behavior of Materials, Vol.12, No.2, pp. 95-105.
  • Efremidis G., Carpinteri Α., and Aifantis E.C., (2001) "Multifractal Scaling Law versus gradient elasticity in the evaluation of compressive strength: Disordered materials", Journal of the Mechanical Behavior of Materials, Vol.12, No.2, pp. 107-120.

 

1998

  • Abouseeda, H. and Dakoulas, P. (1998), “Nonlinear Earth Dam - Foundation Interaction Using a BE-FE Method”, Journal of Earthquake Engineering and Structural Dynamics, Vol. 27(12), 917-936.

 

1997

  • Dakoulas, P. and Abouseeda, H. (1997), “Response of Earth Dams to Rayleigh Waves Using a Coupled Finite Element - Boundary Element Method”, Journal of Engineering Mechanics, ASCE, Vol. 123, No. 12, 1311-1320.

 

1996

  • Abouseeda, H. and Dakoulas, P. (1996), “Response of Earth Dams Subjected to P and SV Waves Using a Coupled Finite Element - Boundary Element Formulation”, Journal of Earthq. Engineering and Struct. Dynamics, Vol. 25, 11, pp 1177-1194.

 

1995

  • Dakoulas, P., and Hsu (1995), “Response of Earth Dams in Semi-Elliptical Canyons to Oblique SH Waves”, Journal of Engineering Mechanics, ASCE, Vol. 120, 3, pp. 379-391.
  • Dakoulas, P. and Yu, S. (1995), “Stress-Dependency of Elastic Moduli for CrossAnisotropic Soils”, Geotechnique, Vol. 45, 2, pp. 325-332.

 

1993 

  • Comodromos, E., Hatzigogos, T., Pitilakis, K. (1993) "Multi-stage Finite Element Algorithm for Simulating Excavations in Elastoplastic Soils", Computer & Structures, Vol. 46, No 2, pp. 289-298.
  • Dakoulas, P. (1993), “Earth Dam - Canyon Interaction Effects For Obliquely Incident SH Waves”, Journal of Geotechnical Engineering, ASCE, Vol. 119, No. 11, 1696-1716.
  • Dakoulas, P. (1993), “Response of Earth Dams in Semi-Cylindrical Valleys Subjected to Oblique SH Waves”, Journal of Engineering Mechanics, ASCE, Vol. 119, No. 1, pp. 74-90.
  • Dakoulas, P., and C. Hsu (1993), “Lateral Response of Dams in Semi-Elliptical Rigid Canyons”, Journal of Soil Dynamics and Earthquake Engineering, Vol. 12, 8, pp. 497-507.
  • Yu, S. and Dakoulas, P. (1993), “General Stress-Dependent Elastic Moduli for Cross-Anisotropic Soils”, Journal of Geotechnical Engineering, ASCE, Vol. 119, No. 10, 1568-1586.

 

1992 

  • Comodromos, E., Pitilakis, K., Hatzigogos, T. (1992) "Procédure Numérique pour la Simulation des Excavations des Sols Elastoplastiques", Revue Française de Géotechnique, No 58, pp. 51-66.
  • Dakoulas, P. and Hashmi, H. (1992), “Wave Passage Effects on the Response of Earth Dams”, Journal of Soils and Foundations, Vol. 32, No. 2, pp. 97-110.
  • Dakoulas, P. and Sun, Y. (1992), “Fine Ottawa Sand: Experimental Behavior And Theoretical Predictions”, Journal of Geotechnical Engineering, ASCE, Vol. 118, No. 12, pp. 1096-1923.
  • Gazetas, G. and Dakoulas, P. (1992), “Seismic Analysis and Design of Rockfill Dams: State of the Art”, Journal of Soil Dynamics and Earthquake Engineering, Vol. 11, No. 1, pp. 27-61.

 

1990

  • Dakoulas, P. (1990), “Nonlinear Response of Dams Founded on Alluvial Deposits in Narrow Canyons”, Journal of Soil Dynamics and Earthquake Engineering, Vol. 9, No. 4, pp. 301-312.
  • Gazetas, G., Dakoulas, P. and Papageorgiou, A. (1990), “Local-Soil and SourceMechanism Effects in the 1986 Kalamata (Greece) Earthquake”, Journal of Earthquake Engineering and Structural Dynamics, Vol. 19, pp. 431-456.

 

1987

  • Dakoulas, P. and Gazetas, G. (1987), “Vibration Characteristics of Dams in Narrow Canyons”, Journal of Geotechnical Engineering, ASCE, Vol. 113, No 8, pp. 899-904.

 

1986

  • Dakoulas, P. and Gazetas, G. (1986), “Seismic Shear Vibration of Embankment Dams in Semi-Cylindrical Valleys”, Journal of Earthquake Engineering and Structural Dynamics, Vol. 14, No. 1, pp. 19-40.
  • Dakoulas, P. and Gazetas, G. (1986), “Seismic Shear Strains and Seismic Coefficients in Earth Dams and Embankments”, Journal of Soil Dynamics and Earthquake Engineering, Vol. 5, No. 2, pp. 75-83.

 

1985

  • Dakoulas, P. and Gazetas, G. (1985), “A Class of Inhomogeneous Shear Beam Models for Seismic Analysis of Earth Dams and Embankments”, Journal of Soil Dynamics and Earthquake Engineering, Vol. 4, pp. 166-182.