| Simplified approach for prediction of nonlinear response of bored pile embedded in sand Q Zhang, R Feng, Y Yu, S Liu, J Qian Soils and Foundations 59 (5), 1562-1578, 2019 | 34 | 2019 |
| Analytical method for prediction of progressive deformation mechanism of existing piles due to excavation beneath a pile-supported building Q Zhang, S Liu, R Feng, X Li International Journal of Civil Engineering 17, 751-763, 2019 | 33 | 2019 |
| Large deformation analysis of granular materials with stabilized and noise-free stress treatment in smoothed particle hydrodynamics (SPH) R Feng, G Fourtakas, BD Rogers, D Lombardi Computers and Geotechnics 138, 104356, 2021 | 30 | 2021 |
| Behaviour analysis on the vertically loaded bored pile socketed into weak rocks using slip-line theory arc failure surface Q Zhang, B Ma, S Liu, R Feng Computers and Geotechnics 128, 103852, 2020 | 24 | 2020 |
| Experimental study of the effect of excavation on existing loaded piles R Feng, Q Zhang, S Liu Journal of Geotechnical and Geoenvironmental Engineering 146 (9), 04020091, 2020 | 19 | 2020 |
| Estimation of uplift capacity of a single pile embedded in sand considering arching effect Q Zhang, R Feng, S Liu, X Li International Journal of Geomechanics 18 (9), 06018021, 2018 | 19 | 2018 |
| Two-phase fully-coupled smoothed particle hydrodynamics (SPH) model for unsaturated soils and its application to rainfall-induced slope collapse R Feng, G Fourtakas, BD Rogers, D Lombardi Computers and Geotechnics 151, 104964, 2022 | 18 | 2022 |
| Finite element prediction on the response of non-uniformly arranged pile groups considering progressive failure of pile-soil system QQ Zhang, SW Liu, RF Feng, JG Qian, CY Cui Frontiers of Structural and Civil Engineering 14, 961-982, 2020 | 13 | 2020 |
| A general smoothed particle hydrodynamics (SPH) formulation for coupled liquid flow and solid deformation in porous media R Feng, G Fourtakas, BD Rogers, D Lombardi Computer Methods in Applied Mechanics and Engineering 419, 116581, 2024 | 10 | 2024 |
| Evaluation of ultimate pullout capacity of anchor cables embedded in rock using a unified rupture shape model Q Zhang, R Feng, Z Xu, S Liu, J Qian Geotechnical and Geological Engineering 37, 2625-2637, 2019 | 7 | 2019 |
| Model test study on bearing capacity of nonuniformly arranged pile groups S Liu, Q Zhang, R Feng International Journal of Geomechanics 21 (10), 04021200, 2021 | 6 | 2021 |
| Long-term deformation analysis for a vertical concentrated force acting in the interior of fractional derivative viscoelastic soils X Li, Q Zhang, R Feng, J Qian, H Wei International Journal of Geomechanics 20 (5), 04020040, 2020 | 5 | 2020 |
| A simplified approach for the response of pile groups composed of dissimilar piles S Liu, Q Zhang, C Cui, R Feng, W Cui Structures 34, 4548-4559, 2021 | 4 | 2021 |
| Analysis of the response of an axially loaded pile considering softening behavior of pile-soil system J Zhang, S Zhang, Q Zhang, S Liu, R Feng Soil Mechanics and Foundation Engineering 55, 25-32, 2018 | 3 | 2018 |
| Vertical bearing characteristics of in-service pile in underground excavation engineering of existing building [既有建筑地下开挖工程中在役桩竖向承载特性分析] S Wang, R Feng, Q Zhang, W Cui Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology [哈尔滨 …, 2023 | 1* | 2023 |
| Discussion on “A simple critical state interface model and its application in prediction of shaft resistance of non-displacement piles in sand” R Feng, Q Zhang, S Liu, X Li Computers and Geotechnics 95, 44-45, 2018 | 1 | 2018 |
| Modelling internal erosion using 2D smoothed particle hydrodynamics (SPH) R Feng, G Fourtakas, BD Rogers, D Lombardi Journal of Hydrology 639, 131558, 2024 | | 2024 |
| Modelling Internal Erosion by Smoothed Particle Hydrodynamics (Sph) R Feng, G Fourtakas, BD Rogers, D Lombardi Available at SSRN 4737904, 0 | | |
Benedict RogersUniversity of Manchester在 manchester.ac.uk 的电子邮件经过验证
