| DEM analysis of stresses and deformations of geogrid-reinforced embankments over piles J Han, A Bhandari, F Wang International Journal of Geomechanics 12 (4), 340-350, 2011 | 179 | 2011 |
| Progressive development of two-dimensional soil arching with displacement J Han, F Wang, M Al-Naddaf, C Xu International Journal of Geomechanics 17 (12), 04017112, 2017 | 130 | 2017 |
| Properties and applications of cement-treated sand-expanded polystyrene bead lightweight fill L Miao, F Wang, J Han, W Lv, J Li Journal of Materials in Civil Engineering 25 (1), 86-93, 2013 | 95 | 2013 |
| A proposed lightweight fill for embankments using cement-treated Yangzi River sand and expanded polystyrene (EPS) beads F Wang, L Miao Bulletin of engineering geology and the environment 68, 517-524, 2009 | 67 | 2009 |
| Laboratory tests to evaluate effectiveness of wicking geotextile in soil moisture reduction F Wang, J Han, X Zhang, J Guo Geotextiles and Geomembranes 45 (1), 8-13, 2017 | 58 | 2017 |
| Identifying characteristics of pipejacking parameters to assess geological conditions using optimisation algorithm-based support vector machines WC Cheng, XD Bai, BB Sheil, G Li, F Wang Tunnelling and Underground Space Technology 106, 103592, 2020 | 47 | 2020 |
| A case study on geogrid-reinforced and pile-supported widened highway embankment Lu, W., Miao, L., Wang, F., Zhang, J.H., Zhang Y.X., and Wang Geosynthetics International, 2019 | 46* | 2019 |
| Benefits of geosynthetic reinforcement in widening of embankments subjected to foundation differential settlement L L.Miao, F. Wang, J, Han, W Geosynthetic International, 2014 | 44 | 2014 |
| Quantifying water removal rate of a wicking geotextile under controlled temperature and relative humidity J Guo, F Wang, X Zhang, J Han Journal of Materials in Civil Engineering 29 (1), 04016181, 2017 | 39 | 2017 |
| Effects of phosphate dispersants on the liquid limit, sediment volume and apparent viscosity of clayey soil/calcium-bentonite slurry wall backfills YJ Du, YL Yang, RD Fan, F Wang KSCE Journal of Civil Engineering 20, 670-678, 2016 | 36 | 2016 |
| 城市地铁隧道施工引起的地面沉降 缪林昌， 王非， 吕伟华 东南大学学报: 自然科学版 38 (2), 293-297, 2008 | 36 | 2008 |
| Physical Modeling on Ground Responses to Tunneling in Sand Considering the Existence of HDPE Pipes F Wang, YJ Du, X Yang ASTM Geotechnical Testing Journal 38 (1), 85-97, 2015 | 35 | 2015 |
| Laboratory Evaluation of Buried High-Density Polyethylene Pipes Subjected to Localized Ground Subsidence ML M. Zhou, F. Wang, YJ Du Acta Geotechnica, 2018 | 33* | 2018 |
| Evaluation of red mud based binder for the immobilization of copper, lead and zinc F Wang, H Pan, J Xu Environmental pollution 263, 114416, 2020 | 31 | 2020 |
| Earth pressures on the trenched HDPE pipes in fine-grained soils during construction phase: Full-scale field trial and finite element modeling M Zhou, YJ Du, F Wang, A Arulrajah, S Horpibulsuk Transportation Geotechnics 12, 56-69, 2017 | 31 | 2017 |
| Numerical analysis of geosynthetic-bridged and drilled shafts-supported embankments over large sinkholes F Wang, J Han, LC Miao, A Bhandari Geosynthetics International 16 (6), 408-419, 2009 | 25 | 2009 |
| Application of zeolites in permeable reactive barriers (PRBs) for in-situ groundwater remediation: A critical review Y Zhang, B Cao, H Yin, L Meng, W Jin, F Wang, J Xu, A Al-Tabbaa Chemosphere 308, 136290, 2022 | 24 | 2022 |
| The volume of settlement trough change with depth caused by tunneling in sands F Wang, L Miao, X Yang, YJ Du, FY Liang KSCE Journal of Civil Engineering 20, 2719-2724, 2016 | 23 | 2016 |
| Sustainable utilization of copper tailings and tyre-derived aggregates in highway concrete traffic barriers M Fisonga, F Wang, V Mutambo Construction and Building Materials 216, 29-39, 2019 | 21 | 2019 |
| Sand creep as a factor in land subsidence during groundwater level recovery in the southern Yangtze River delta, China F Wang, L Miao, W Lu Bulletin of Engineering Geology and the Environment 72, 273-283, 2013 | 21 | 2013 |
Jie HanRoy A. Roberts (University) Distinguished Professor, the University of KansasVerified email at ku.edu
