| Effect of particle grading on the response of an idealized granular assemblage WM Yan, J Dong International Journal of Geomechanics 11 (4), 276-285, 2011 | 162 | 2011 |
| Reliability analysis of soil–water characteristics curve and its application to slope stability analysis CF Chiu, WM Yan, KV Yuen Engineering Geology 135, 83-91, 2012 | 134 | 2012 |
| 3D characterization of general-shape sand particles using microfocus X-ray computed tomography and spherical harmonic functions, and particle regeneration using multivariate … D Su, WM Yan Powder Technology 323, 8-23, 2018 | 118 | 2018 |
| Root systems of native shrubs and trees in Hong Kong and their effects on enhancing slope stability FTY Leung, WM Yan, BCH Hau, LG Tham Catena 125, 102-110, 2015 | 114 | 2015 |
| Laboratory study on soil behavior in loess slope subjected to infiltration YF Zhou, LG Tham, WM Yan, FC Dai, L Xu Engineering Geology 183, 31-38, 2014 | 114 | 2014 |
| Measurement biases in the bender element test YH Wang, KF Lo, WM Yan, XB Dong Journal of Geotechnical and Geoenvironmental Engineering 133 (5), 564-574, 2007 | 113 | 2007 |
| Stress transfer and deformation mechanisms around a diaphragm wall panel CWW Ng, RWM Yan Journal of geotechnical and geoenvironmental engineering 124 (7), 638-648, 1998 | 105 | 1998 |
| Bayesian probabilistic approach for the correlations of compression index for marine clays WM Yan, KV Yuen, GL Yoon Journal of Geotechnical and Geoenvironmental Engineering 135 (12), 1932-1940, 2009 | 99 | 2009 |
| Fabric evolution in a numerical direct shear test WM Yan Computers and Geotechnics 36 (4), 597-603, 2009 | 98 | 2009 |
| Three-dimensional modelling of a diaphragm wall construction sequence CWW Ng, RWM Yan Geotechnique 49 (6), 825-834, 1999 | 93 | 1999 |
| Estimation of water retention curve of granular soils from particle-size distribution—a Bayesian probabilistic approach CF Chiu, WM Yan, KV Yuen Canadian Geotechnical Journal 49 (9), 1024-1035, 2012 | 80 | 2012 |
| Prediction of 3D size and shape descriptors of irregular granular particles from projected 2D images D Su, WM Yan Acta Geotechnica 15 (6), 1533-1555, 2020 | 79 | 2020 |
| A model for natural soil with bonds WM Yan, XS Li Géotechnique 61 (2), 95-106, 2011 | 75 | 2011 |
| The mechanism of soil failures along cracks subjected to water infiltration YF Zhou, LG Tham, RWM Yan, L Xu Computers and Geotechnics 55, 330-341, 2014 | 65 | 2014 |
| Quantification of angularity of general-shape particles by using Fourier series and a gradient-based approach D Su, WM Yan Construction and Building Materials 161, 547-554, 2018 | 57 | 2018 |
| Mechanical response of a medium-fine-grained decomposed granite in Hong Kong WM Yan, XS Li Engineering geology 129, 1-8, 2012 | 56 | 2012 |
| Fabric and the critical state of idealized granular assemblages subject to biaxial shear WM Yan, L Zhang Computers and Geotechnics 49, 43-52, 2013 | 49 | 2013 |
| Laboratory studies of two common saprolitic soils in Hong Kong YH Wang, WM Yan Journal of geotechnical and geoenvironmental engineering 132 (7), 923-930, 2006 | 47 | 2006 |
| Evolution of grain grading and characteristics in repeatedly reconstituted assemblages subject to one-dimensional compression WM Yan, Y Shi Géotechnique Letters 4 (3), 223-229, 2014 | 37 | 2014 |
| Geotechnical characterization of Macau marine deposits WM Yan, Y Ma Engineering Geology 113 (1-4), 62-69, 2010 | 34 | 2010 |
Ka-Veng YuenUniversity of MacauПідтверджена електронна адреса в um.edu.mo
