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Bialystok University of Technology: Białystok, PL

2010-10-01 to present | Assoc. Prof. (Geotechnics and Structural Mechanics)
Employment
Source: Self-asserted source
Zenon Szypcio

Bialystok University of Technology: Białystok, PL

2003-10-01 to 2010-09-30 | Assistant Prof. (Geotechnics)
Employment
Source: Self-asserted source
Zenon Szypcio

Works (22)

Stress–Dilatancy Behavior of Alluvial Sands

Applied Sciences
2024-07-17 | Journal article
DOI: 10.3390/app14146228
Contributors: Katarzyna Dołżyk-Szypcio; Zenon Szypcio; Tomasz Godlewski; Marcin Witowski
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Stress–Strain Behavior of Crushed Concrete as a Special Anthropogenic Soil

Materials
2023-11-27 | Journal article
DOI: 10.3390/ma16237381
Contributors: Katarzyna Gabryś; Katarzyna Dołżyk-Szypcio; Zenon Szypcio; Wojciech Sas
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How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study

Géotechnique
2023-11-02 | Journal article
DOI: 10.1680/jgeot.21.D.016
Contributors: Hoang Bao Khoi Nguyen; MD. Mizanur Rahman; Andy B. Fourie; Zenon Szypcio; Katarzyna DOŁŻYK-SZYPCIO
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Stress–Dilatancy Behaviourof Fibre-Reinforced Sand

Materials
2023-01-08 | Journal article
DOI: 10.3390/ma16020609
Contributors: Zenon Szypcio; Katarzyna Dołżyk-Szypcio; Iwona Chmielewska
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The Stress−Dilatancy Behaviour of Artificially Bonded Soils

Materials
2022-10-11 | Journal article
DOI: 10.3390/ma15207068
Contributors: Zenon Szypcio; Katarzyna Dołżyk-Szypcio
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Dilatant Nature of Sand Shear Strength

Applied Sciences
2022-02-23 | Journal article
DOI: 10.3390/app12052332
Contributors: Zenon Szypcio; Katarzyna Dołżyk-Szypcio; Jacek Mierczyński
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Discussion of “Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands” by Yang Xiao, Leihang Long, T. Matthew Evans, Hai Zhou, Hanlong Liu, and Armin W. Stuedlein

Journal of Geotechnical and Geoenvironmental Engineering
2020-05 | Journal article
DOI: 10.1061/(ASCE)GT.1943-5606.0002213
Contributors: Zenon Szypcio; Katarzyna Dołżyk-Szypcio
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Relation between the Friction Angle of Sand at Triaxial Compression and Triaxial Extension and Plane Strain Conditions

Geosciences
2020-01-14 | Journal article
DOI: 10.3390/geosciences10010029
Part of ISSN: 2076-3263
Source: Self-asserted source
Zenon Szypcio
grade
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Kinematic Nature of Sand Strength

Proceedings of China-Europe Conference on Geotechnical Engineering
2018 | Other
DOI: 10.1007/978-3-319-97112-4_50
Part of ISBN: 9783319971117
Part of ISSN: 1866-8755
Contributors: Zenon Szypcio
Source: Self-asserted source
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Stress–dilatancy of gravel for triaxial compression tests

Annals of Warsaw University of Life Sciences – SGGW. Land Reclamation
2018-06-01 | Journal article
DOI: 10.2478/sggw-2018-0010
Part of ISSN: 2081-9617
Contributors: Zenon Szypcio
Source: Self-asserted source
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Stress-Dilatancy for Soils. Part III: Experimental Validation for the Biaxial Condition

Studia Geotechnica et Mechanica
2017 | Journal article
DOI: 10.1515/sgem-2017-0007
EID:

2-s2.0-85020395845
Contributors: Szypcio, Z.
Source: Self-asserted source
Zenon Szypcio via Scopus - Elsevier
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Stress-Dilatancy for Soils. Part IV: Experimental Validation for Simple Shear Conditions

Studia Geotechnica et Mechanica
2017 | Journal article
DOI: 10.1515/sgem-2017-0008
EID:

2-s2.0-85020461331
Contributors: Szypcio, Z.
Source: Self-asserted source
Zenon Szypcio via Scopus - Elsevier
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Stress-Dilatancy of Cambria Sand for Triaxial Tests at High Pressures

IOP Conference Series: Earth and Environmental Science
2017 | Conference paper
DOI: 10.1088/1755-1315/95/2/022046
EID:

2-s2.0-85044386508
Contributors: Szypcio, Z.
Source: Self-asserted source
Zenon Szypcio via Scopus - Elsevier
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Stress-dilatancy for soils. Part I: The frictional state theory

Studia Geotechnica et Mechanica
2016 | Journal article
DOI: 10.1515/sgem-2016-0030
EID:

2-s2.0-85018398033
Contributors: Szypcio, Z.
Source: Self-asserted source
Zenon Szypcio via Scopus - Elsevier
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Stress-dilatancy for soils. Part II: Experimental validation for triaxial tests

Studia Geotechnica et Mechanica
2016 | Journal article
DOI: 10.1515/sgem-2016-0031
EID:

2-s2.0-85018409928
Contributors: Szypcio, Z.
Source: Self-asserted source
Zenon Szypcio via Scopus - Elsevier
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Wzmacnianie słabego podłoża kolumnami GEC

MATERIAŁY BUDOWLANE
2015-02-05 | Journal article
DOI: 10.15199/33.2016.02.02
Part of ISSN: 0137-2971
Contributors: Zenon Szypcio
Source: Self-asserted source
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Hydrometer analysis in response to the theory, PKN-CEN ISO/TS 17892-4 and PN-88/B-04481

Journal of Civil Engineering, Environment and Architecture
2014 | Journal article
DOI: 10.7862/rb.2014.127
Part of ISSN: 2300-5130
Contributors: Katarzyna Dołżyk; Politechnika Białostocka; Zenon Szypcio
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The initial phase of sedimentation in hydrometer analysis of soil

Journal of Civil Engineering, Environment and Architecture
2014 | Journal article
DOI: 10.7862/rb.2014.139
Part of ISSN: 2300-5130
Contributors: Zenon Szypcio; Politechnika Białostocka
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Viscosity of sodium pyrophosphate and sodium hexametaphosphate solutions in distilled water

Journal of Civil Engineering, Environment and Architecture
2014 | Journal article
DOI: 10.7862/rb.2014.140
Part of ISSN: 2300-5130
Contributors: Zenon Szypcio; Politechnika Białostocka; Katarzyna Dołżyk
Source: Self-asserted source
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The concept of weighted mean friction angle in the bearing capacity of footings on sands

Archives of Civil Engineering
2002 | Journal article
EID:

2-s2.0-71249156079
Contributors: Szypcio, Z.; Dembicki, E.
Source: Self-asserted source
Zenon Szypcio via Scopus - Elsevier

Slag utilization for construction of large-diameter drains

Proceedings of the International Conference on Solid Waste Technology and Management
1999 | Conference paper
EID:

2-s2.0-0033292218
Contributors: Szypcio, Zenon; Zabielska-Adamska, Katarzyna
Source: Self-asserted source
Zenon Szypcio via Scopus - Elsevier

Perturbation Method as Applied to the Limit Analysis of Granular Media.,ZASTOSOWANIE METODY PERTURBACJI DO ROZWIAZYWANIA ZAGADNIEN NOSNOSCI GRANICZNEJ OSRODKOW SYPKICH.

Arch Inz Ladowej
1978 | Journal article
EID:

2-s2.0-0018061134
Contributors: Szypcio, Zenon; Kwiecinski, Marek
Source: Self-asserted source
Zenon Szypcio via Scopus - Elsevier

Peer review (3 reviews for 1 publication/grant)

Review activity for Materials. (3)
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