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Cited article:

The Role of Geotechnical Monitoring at Design of Foundation Structures and their Verification – Part 2

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Bearing capacity of eccentrically loaded strip footing on spatially variable cohesive soil

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Studia Geotechnica et Mechanica 43 (4) 425 (2021)
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https://doi.org/10.1088/1757-899X/869/5/052067

Rigid inclusion ground improvements as an alternative to pile foundation

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IOP Conference Series: Materials Science and Engineering 869 (5) 052080 (2020)
https://doi.org/10.1088/1757-899X/869/5/052080

Comparative Analysis of Cone Resistances in Cone Penetration Test (CPTu) and Dynamic Probe Heavy Test (DPH)

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Geotechnical and Geological Engineering 38 (5) 5269 (2020)
https://doi.org/10.1007/s10706-020-01362-x

Soil parameters’ numerical back analysis for comparison of driven pile’s capacity assessment methods

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https://doi.org/10.1088/1757-899X/869/5/052068

Pile group settlement analysis on the basis of Static Load Test

Nikola Dudek, A. Volkov, A. Pustovgar, T. Sultanov and A. Adamtsevich
E3S Web of Conferences 97 04031 (2019)
https://doi.org/10.1051/e3sconf/20199704031

Accuracy of pile capacity assessment on the basis of piling reports

Jakub Rainer, A. Volkov, A. Pustovgar, T. Sultanov and A. Adamtsevich
E3S Web of Conferences 97 04029 (2019)
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Assessing the pile base capacity from a Static Load Test on model piles

Michał Baca, Włodzimierz Brząkała, Jarosław Rybak, et al.
E3S Web of Conferences 97 04030 (2019)
https://doi.org/10.1051/e3sconf/20199704030