Πλοήγηση ανά Συγγραφέα "Papadopoulou, M. C."
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Design of reinforced embankments: Limit equilibrium and numerical methods
Comodromos, E. M.; Papadopoulou, M. C.; Klimis, N. S. (2010)The aim of this paper is a comparative study of a reinforced embankment using two different design approaches. The first methodology is based on the limit equilibrium approach and the fundamental aspect of achieving ... -
Effect of Cracking on the Response of Pile Test under Horizontal Loading
Comodromos, E. M.; Papadopoulou, M. C.; Rentzeperis, I. K. (2009)Capacity-based design of structures limits the soil-structure interaction mechanism to the determination of the bearing capacity of a pile group. However, in many cases the criterion for the design of piles to resist lateral ... -
Effects from diaphragm wall installation to surrounding soil and adjacent buildings
Comodromos, E. M.; Papadopoulou, M. C.; Konstantinidis, G. K. (2013)A new approach for simulating the excavation and construction of subsequent panels is proposed to investigate the effects from the installation of diaphragm walls on the surrounding and adjacent buildings. The method has ... -
Explicit extension of the p-y method to pile groups in cohesive soils
Comodromos, E. M.; Papadopoulou, M. C. (2013)Although simplified numerical methods are reliable for evaluating the response of a single pile under horizontal load, their application is questionable for assessing the response of pile groups. The notion of "p-y" curves ... -
Explicit extension of the p-y method to pile groups in cohesive soils (vol 47, pg 28, 2013)
Comodromos, E. M.; Papadopoulou, M. C. (2013) -
Explicit extension of the p-y method to pile groups in sandy soils
Papadopoulou, M. C.; Comodromos, E. M. (2014)The method of "p-y" curves has been extensively used, in conjunction with simplified numerical methods, for the design and response evaluation of single piles. However, a straightforward application of the method to assess ... -
Interaction of retaining structure with adjacent building: Multi-stage numerical analysis
Comodromos, E. M.; Papadopoulou, M. C. (2012)Large settlements induced to a multi-store building at the initiation of the construction of a diaphragm wall led to a demand of re-dimensioning the initial retaining measures. To achieve this target a multi-stage numerical ... -
Numerical Assessment of Subsidence and Adjacent Building Movements Induced by TBM-EPB Tunneling
Comodromos, E. M.; Papadopoulou, M. C.; Konstantinidis, G. K. (2014)A three-dimensional (3D) numerical model simulating a twin tunnel excavated by a tunnel-boring machine (TBM)-earth-pressure balance (EPB) is presented. All relevant components are taken into account, and the influence of ... -
On the response prediction of horizontally loaded fixed-head pile groups in sands
Papadopoulou, M. C.; Comodromos, E. M. (2010)The aim of this paper is to investigate the behavior of laterally loaded pile groups in sands with a rigid head and correlate the response of a pile group it to that of a single pile. For this purpose, a computationally ... -
Pile foundation analysis and design using experimental data and 3-D numerical analysis
Comodromos, E. M.; Papadopoulou, M. C.; Rentzeperis, I. K. (2009)Capacity based design of pile foundations limits the soil-structure interaction mechanism to group bearing capacity estimation, neglecting, in most cases, the contribution of the raft. on the other hand, a straightforward, ... -
Response evaluation of horizontally loaded pile groups in clayey soils
Comodromos, E. M.; Papadopoulou, M. C. (2012)The aim of this paper is to investigate the behaviour of laterally loaded pile groups with a rigid head, and correlate the response of a pile group to that of a single pile. For this purpose, a computationally intensive ... -
Response of pile groups in clays under lateral loading based on 3-D numerical experiments
Comodromos, E. M.; Papadopoulou, M. C.; Rentzeperis, I. K. (2010)The response of laterally loaded pile foundations may be significantly important in the design of structures for such loads. Although simplified numerical methods are reliable for evaluating the response of a single pile ... -
Variation of p-multipliers for pile groups in clayey soils
Comodromos, E. M.; Papadopoulou, M. C.; Klimis, N. S. (2012)A common approach to assess the diverse response of the piles forming a pile group is the p-multipliers method. Although several studies have been occupied with the estimation of p-multipliers, usually assigned for pile ...