dr inż. Jakub Konkol
Employment
- Assistant professor at Department of Geotechnical and Hydraulic Engineering
Business contact
- Location
- Al. Zwycięstwa 27, 80-219 Gdańsk
- Phone
- +48 58 348 62 62
- biznes@pg.edu.pl
Social media
Contact
- jakub.konkol@pg.edu.pl
Research Interests
My research interests include numerical modelling of large deformation (with emphasis on pile installation effects), geotechnical site investigation and laboratory testing (calibration tests for constitutive relations and interface testing in particular). I strongly prefer a combined approach - physical (field or model) testing and numerical analysis in geotechnical design.
Publication showcase
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Geotechnical characterization of soft soil deposits in Northern Poland
This paper presents a geotechnical characterization of deltaic soft soil deposits in the Vistula Marshlands, northern Poland. It shows the limited applicability of organic soil classifications based on Cone Penetration Tests (CPTU) and Dilatometer Tests (DMT). None of the in-situ-based classifications correctly identifies peat. Analysis of the behaviour of contractive/dilative soil layers according to Robertson's updated classification...
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Some Aspects of Shear Behavior of Soft Soil–Concrete Interfaces and Its Consequences in Pile Shaft Friction Modeling
This paper examines the stiffness degradation and interface failure load on soft soil–concrete interface. The friction behavior and its variability is investigated. The direct shear tests under constant normal load were used to establish parameters to hyperbolic interface model which provided a good approximation of the data from instrumented piles. Four instrumented piles were used to obtain reference soil–concrete interface behavior....
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Large deformation finite element analysis of undrained pile installation
In this paper, a numerical undrained analysis of pile jacking into the subsoil using Abaqus software suit has been presented. Two different approaches, including traditional Finite Element Method (FEM) and Arbitrary Lagrangian–Eulerian (ALE) formulation, were tested. In the first method, the soil was modelled as a two-phase medium and effective stress analysis was performed. In the second one (ALE), a single-phase medium was assumed...
Obtained scientific degrees/titles
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2018-03-14
Obtained science degree
dr inż. Construction (Technology)
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