| Time-dependent deformation behaviors of weak sandstones LS Tsai, YM Hsieh, MC Weng, TH Huang, FS Jeng International Journal of Rock Mechanics and Mining Sciences 45 (2), 144-154, 2008 | 151 | 2008 |
| Influence of petrographic parameters on geotechnical properties of tertiary sandstones from Taiwan FS Jeng, MC Weng, ML Lin, TH Huang Engineering Geology 73 (1-2), 71-91, 2004 | 149 | 2004 |
| Modeling the anisotropic behavior of jointed rock mass using a modified smooth-joint model CC Chiu, TT Wang, MC Weng, TH Huang International Journal of Rock Mechanics and Mining Sciences 62, 14-22, 2013 | 110 | 2013 |
| Deformational characteristics of weak sandstone and impact to tunnel deformation FS Jeng, MC Weng, TH Huang, ML Lin Tunnelling and Underground Space Technology 17 (3), 263-274, 2002 | 73 | 2002 |
| Quasi-site-specific prediction for deformation modulus of rock mass J Ching, KK Phoon, YH Ho, MC Weng Canadian Geotechnical Journal 58 (7), 936-951, 2021 | 70 | 2021 |
| Characterizing the deformation behavior of Tertiary sandstones MC Weng, FS Jeng, TH Huang, ML Lin International Journal of Rock Mechanics and Mining Sciences 42 (3), 388-401, 2005 | 63 | 2005 |
| Generic transformation models for some intact rock properties J Ching, KH Li, KK Phoon, MC Weng Canadian Geotechnical Journal 55 (12), 1702-1741, 2018 | 62 | 2018 |
| Relationship between the deformation characteristics and microscopic properties of sandstone explored by the bonded-particle model MC Weng, HH Li International Journal of Rock Mechanics and Mining Sciences 56, 34-43, 2012 | 60 | 2012 |
| A simple model for stress-induced anisotropic softening of weak sandstones MC Weng, FS Jeng, YM Hsieh, TH Huang International Journal of Rock Mechanics and Mining Sciences 45 (2), 155-166, 2008 | 58 | 2008 |
| Modeling rock joint behavior using a rough-joint model CC Chiu, MC Weng, TH Huang International journal of rock mechanics and mining sciences 89, 14-25, 2016 | 56 | 2016 |
| Gravitational deformation mechanisms of slate slopes revealed by model tests and discrete element analysis MC Weng, CM Lo, CH Wu, TF Chuang Engineering Geology 189, 116-132, 2015 | 55 | 2015 |
| An associated elastic–viscoplastic constitutive model for sandstone involving shear-induced volumetric deformation MC Weng, LS Tsai, YM Hsieh, FS Jeng International Journal of Rock Mechanics and Mining Sciences 47 (8), 1263-1273, 2010 | 49 | 2010 |
| Effect of incinerator bottom-ash composition on the mechanical behavior of backfill material CL Lin, MC Weng, CH Chang Journal of Environmental Management 113, 377-382, 2012 | 48 | 2012 |
| Numerical modeling of tunnel excavation in weak sandstone using a time-dependent anisotropic degradation model MC Weng, LS Tsai, CY Liao, FS Jeng Tunnelling and underground space technology 25 (4), 397-406, 2010 | 47 | 2010 |
| Multivariate probability distribution for some intact rock properties J Ching, KK Phoon, KH Li, MC Weng Canadian Geotechnical Journal 56 (8), 1080-1097, 2019 | 45 | 2019 |
| Evaluating triggering and causative factors of landslides in Lawnon River Basin, Taiwan MC Weng, MH Wu, SK Ning, YW Jou Engineering Geology 123 (1-2), 72-82, 2011 | 44 | 2011 |
| Mechanical properties of incineration bottom ash: The influence of composite species MC Weng, CL Lin, CI Ho Waste management 30 (7), 1303-1309, 2010 | 40 | 2010 |
| Modeling scale effects on consequent slope deformation by centrifuge model tests and the discrete element method SJT M.C. Weng, T.C. Chen Landslides, DOI: 10.1007/s10346-016-0774-7, 2016 | 39* | 2016 |
| Discrete element simulation of the dynamic response of a dip slope under shaking table tests CH Lin, HH Li, MC Weng Engineering Geology 243, 168-180, 2018 | 35 | 2018 |
| Identification of deformation and failure characteristics in cataclinal slopes using physical modeling CM Lo, MC Weng Landslides 14, 499-515, 2017 | 35 | 2017 |
