| Reliability with respect to settlement limit-states of shallow foundations on linearly-deformable subsoil J Bauer, W Puła Computers and Geotechnics 26 (3-4), 281-308, 2000 | 95 | 2000 |
| Influence of embedment, self-weight and anisotropy on bearing capacity reliability using the random finite element method JM Pieczyńska-Kozłowska, W Puła, DV Griffiths, GA Fenton Computers and Geotechnics 67, 229-238, 2015 | 66 | 2015 |
| 3D bearing capacity probabilistic analyses of footings on spatially variable c–φ soil M Kawa, W Puła Acta Geotechnica 15 (6), 1453-1466, 2020 | 59 | 2020 |
| A probabilistic analysis of foundation settlements W Brzakała, W Puła Computers and Geotechnics 18 (4), 291-309, 1996 | 58 | 1996 |
| Application of random finite element method to bearing capacity design of strip footing G Vessia, C Cherubini, J Pieczyńska, W Puła Journal of GeoEngineering 4 (3), 103-112, 2009 | 48 | 2009 |
| On spatial averaging along random slip lines in the reliability computations of shallow strip foundations W Puła, M Chwała Computers and Geotechnics 68, 128-136, 2015 | 45 | 2015 |
| Statistical soil characterization of Italian sites for reliability analyses C Cherubini, G Vessia, W Pula Characterisation and engineering properties of natural soils, 2681-2706, 2007 | 36 | 2007 |
| Random bearing capacity evaluation of shallow foundations for asymmetrical failure mechanisms with spatial averaging and inclusion of soil self-weight W Puła, M Chwała Computers and Geotechnics 101, 176-195, 2018 | 34 | 2018 |
| Zastosowanie teorii niezawodności konstrukcji do oceny bezpieczeństwa fundamentów W Puła | 33* | 2004 |
| Influence of varying soil properties on evaluation of pile reliability under lateral loads J Kozubal, W Puła, M Wyjadłowski, J Bauer Journal of Civil Engineering and Management 19 (2), 272-284, 2013 | 32 | 2013 |
| Probabilistic analysis of the diaphragm wall using the hardening soil-small (HSs) model M Kawa, W Puła, A Truty Engineering Structures 232, 111869, 2021 | 27 | 2021 |
| High dimensional model representation for reliability analyses of complex rock–soil slope stability G Vessia, J Kozubal, W Puła Archives of Civil and Mechanical Engineering 17 (4), 954-963, 2017 | 25 | 2017 |
| A collection of fluctuation scale values and autocorrelation functions of fine deposits in Emilia Romagna plain, Italy JM Pieczyńska-Kozłowska, W Puła, G Vessia Geo-Risk 2017, 290-299, 2017 | 23 | 2017 |
| Estimation of the probability distribution of the random bearing capacity of cohesionless soil using the random finite element method W Puła, Ł Zaskórski Structure and Infrastructure Engineering 11 (5), 707-720, 2015 | 23 | 2015 |
| Reliability of rigid piles subjected to lateral loads W Puła, A Różański archives of civil and mechanical engineering 12, 205-218, 2012 | 22 | 2012 |
| Evaluation of shallow foundation bearing capacity in the case of a two-layered soil and spatial variability in soil strength parameters M Chwała, W Puła PLoS One 15 (4), e0231992, 2020 | 20 | 2020 |
| Application of HDMR method to reliability assessment of a single pile subjected to lateral load J Bauer, J Kozubal, W Puła, M Wyjadłowski Studia Geotechnica et Mechanica 34 (3), 37-51, 2012 | 16 | 2012 |
| On some aspects of reliability computations in bearing capacity of shallow foundations W Pula Probabilistic Methods in Geotechnical Engineering, 127-145, 2007 | 15 | 2007 |
| Probabilistic analysis of the stability of massive bridge abutments using simulation methods K Biernatowski, W Puła Structural safety 5 (1), 1-15, 1988 | 14 | 1988 |
| Search for the worst-case correlation length in the bearing capacity probability of failure analyses W Puła, JM Pieczyńska-Kozłowska, M Chwała Geo-Risk 2017, 534-544, 2017 | 13 | 2017 |
marek wyjadlowskiPolitechnika Wrocławska在 pwr.wroc.pl 的电子邮件经过验证
