Technical Monitoring System for a New Part of Gdańsk Deepwater Container Terminal

Miśkiewicz, Mikołaj; Pyrzowski, Łukasz; Wilde, Krzysztof; Mitrosz, Oskar

doi:10.1515/pomr-2017-0033

Cited by 21 publications

(14 citation statements)

References 18 publications

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“…No monitoring system was designed to control the slope, despite the instability that was observed since 1989 and the uncertain design conditions. Probably, long-term monitoring of the slope would have redounded to the benefit of risk mitigation [34,35]. In 2011, the Alcoy City Council was alerted that an industrial building located at the toe of the slope was affected by a landslide.…”

Section: Geological Settings and History Of The Slopementioning

confidence: 99%

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Multi-Source Data Integration to Investigate a Deep-Seated Landslide Affecting a Bridge

et al. 2019

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The integration of data from different sources can be very helpful in understanding the mechanism, the geometry, the kinematic, and the area affected by complex instabilities, especially when the available geotechnical information is limited. In this work, the suitability of different techniques for the study of a deep-seated landslide affecting a bridge in Alcoy (Spain) is evaluated. This infrastructure presents such severe damage that has rendered the bridge unusable, which prevents normal access to an important industrial area. Differential SAR Interferometry (DInSAR) and terrestrial Light Detection and Ranging (LiDAR) remote sensing techniques have been combined with ground displacement monitoring techniques, such as inclinometers and conventional geological and geotechnical investigation, electrical-seismic tomography, damage, and topographic surveys, to determine the boundaries, mechanism, and kinematics of the landslide. The successful case study that is illustrated in this work highlights the potential and the need for integrating multi-source data for the optimal management of complex landslides and the effective design of remedial measurements.

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Section: Geological Settings and History Of The Slopementioning

confidence: 99%

“…have redounded to the benefit of risk mitigation [34,35]. In 2011, the Alcoy City Council was alerted that an industrial building located at the toe of the slope was affected by a landslide.…”

Section: Geological and Geotechnical Characterizationmentioning

confidence: 99%

Multi-Source Data Integration to Investigate a Deep-Seated Landslide Affecting a Bridge

et al. 2019

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“…The location of monitoring sensors installed on a micropile is highlighted in red in Figure 7. The development and set-up of the monitoring system, calibration of the sensors in laboratory and the assembly of the equipment on site has been described in detail by Miśkiewicz et al [10]. The observations on site continued in varying weather conditions for over 500-days (Fig.…”

Section: Technical Monitoringmentioning

confidence: 99%

Preliminary Field Tests and Long-Term Monitoring as a Method of Design Risk Mitigation: A Case Study of Gdańsk Deepwater Container Terminal

Miśkiewicz

Mitrosz²,

Brzozowski³

2017

Polish Maritime Research

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“…Structural health monitoring systems are nowadays commonly used to confirm theoretical assumptions made in design phase [3][4][5][6][7]. The main purpose of the SHM system here was to ensure the safety of visitors by initiation of emergency procedures in case of dangerous near-failure states that might lead to the total collapse.…”

Section: Introductionmentioning

confidence: 99%

Structural response of existing spatial truss roof construction based on Cosserat rod theory

Miśkiewicz

2018

Continuum Mech. Thermodyn.

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Paper presents the application of the Cosserat rod theory and newly developed associated finite elements code as the tools that support in the expert-designing engineering practice. Mechanical principles of the 3D spatially curved rods, dynamics (statics) laws, principle of virtual work are discussed. Corresponding FEM approach with interpolation and accumulation techniques of state variables are shown that enable the formulation of the C 0 Lagrangian rod elements with 6-degrees of freedom per node. Two test examples are shown proving the correctness and suitability of the proposed formulation. Next, the developed FEM code is applied to assess the structural response of the spatial truss roof of the "Olivia" Sports Arena Gdansk, Poland. The numerical results are compared with load test results. It is shown that the proposed FEM approach yields correct results.

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Technical Monitoring System for a New Part of Gdańsk Deepwater Container Terminal

Abstract: Development strategy for the port of Gdańsk assumes that , up to 2027, it

Cited by 21 publications

References 18 publications

Multi-Source Data Integration to Investigate a Deep-Seated Landslide Affecting a Bridge

Multi-Source Data Integration to Investigate a Deep-Seated Landslide Affecting a Bridge

Preliminary Field Tests and Long-Term Monitoring as a Method of Design Risk Mitigation: A Case Study of Gdańsk Deepwater Container Terminal

Structural response of existing spatial truss roof construction based on Cosserat rod theory

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