Inclined buildings–some reasons and solutions M Kijanka, M Kowalska IOP Conference Series: Materials Science and Engineering 245 (2), 022052, 2017 | 31 | 2017 |
Cyclic and dynamic behavior of sand–rubber and clay–rubber mixtures S Rios, M Kowalska, A Viana da Fonseca Geotechnical and Geological Engineering 39 (5), 3449-3467, 2021 | 27 | 2021 |
Compactness of Scrap Tyre Rubber Aggregates in Standard Proctor Test K Magdalena Procedia Engineering 161, 975–979, 2016 | 23 | 2016 |
Mechanical parameters of rubber-sand mixtures for numerical analysis of a road embankment M Kowalska, M Chmielewski IOP Conference Series: Materials Science and Engineering 245 (5), 052003, 2017 | 19 | 2017 |
Triaxial tests on weak cohesive soils–some practical remarks (part 2) M JASTRZĘBSKA, M Kowalska Architecture, Civil Engineering, Environment 9 (3), 81-94, 2016 | 10 | 2016 |
Triaxial tests on weak cohesive soils–some practical remarks (part 1) M Kowalska, M JASTRZĘBSKA Architecture, Civil Engineering, Environment 9 (3), 71-80, 2016 | 9 | 2016 |
Evaluation of geotechnical parameters in modern laboratory tests accounting for loading paths M Gryczmański, M Kowalska Studia Geotechnica et Mechanica 29 (1-2), 47-54, 2007 | 9 | 2007 |
Influence of the ratio between dilatancy angle and internal friction angle on stress distribution behind a gravity retaining wall M Kowalska Architecture Civil Engineering Environment 8 (1/2015), 77-81, 2015 | 7 | 2015 |
Influence of loading history and boundary conditions on parameters of soil constitutive models M Kowalska Studia Geotechnica et Mechanica 34 (1), 15-34, 2012 | 7 | 2012 |
Calibration of Modified Cam Clay Model with use of Loading Path Method and Genetic Algorithms M Kowalska XVIII European Young Geotech. Eng. Conference, Ancona (Italy), 2007 | 7 | 2007 |
Numerical study of the use of Tyre-Derived-Aggregate (TDA) as the backfill above flexible PVC pipeline B Kliszczewicz, M Kowalska IOP Conference Series: Materials Science and Engineering 960 (3), 032044, 2020 | 6 | 2020 |
Numerical study of the influence of dilatancy angle on bearing capacity and rotation of a gravity retaining wall M Kowalska | 5 | 2014 |
Identyfikacja parametryczna modeli gruntów w zagadnieniach geotechniki M Kowalska Silesian University of Technology, 2009 | 5 | 2009 |
Reduction of vibrations applied on structures-results of chamber tests with the use of tire derived aggregate K Gromysz, M Kowalska Procedia engineering 193, 305-312, 2017 | 4 | 2017 |
Miejsce metody ścieżek naprężenia we współczesnym rozpoznaniu geotechnicznym dla potrzeb budownictwa M Kowalska, M Gryczmański Zeszyty Naukowe Politechniki Białostockiej, Budownictwo 28 (2), 163-172, 2006 | 4 | 2006 |
Kalibrowanie modeli gruntów metodą ścieżek naprężenia M Kowalska Zeszyty Naukowe Politechniki Śląskiej, Budownictwo, 195-202, 2005 | 4 | 2005 |
Swelling of sulfate-bearing soil: A case study of A1 highway pavement failure M Kowalska, B Grzesik, Z Adamczyk, J Nowak, A Konsek Case Studies in Construction Materials 18, e02081, 2023 | 3 | 2023 |
DYNAMIC REPLACEMENT: THE INFLUENCE OF POUNDER DIAMETER AND GROUND CONDITIONS ON SHAPE AND DIAMETER OF THE COLUMNS S KWIECIEŃ, M KOWALSKA Architecture Civil Engineering Environment 16 (1/2023), 71–84, 2023 | 3 | 2023 |
Przydatność wybranych systemów pomiaru odkształceń w badaniach trójosiowych słabych gruntów spoistych M Jastrzębska, M Kowalska Budownictwo i Inżynieria Środowiska 4 (2), 2013 | 3 | 2013 |
Metoda ścieżek obciążenia w aspekcie możliwości współczesnych aparatów laboratoryjnych M Kowalska Zeszyty Naukowe. Budownictwo/Politechnika Śląska, 155-162, 2006 | 3 | 2006 |