| Generalized non-linear strength theory and transformed stress space Y Yao, D Lu, A Zhou, B Zou Science in China Series E: Technological Sciences 47, 691-709, 2004 | 250 | 2004 |
| Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule D Lu, J Liang, X Du, C Ma, Z Gao Computers and Geotechnics 105, 277-290, 2019 | 175 | 2019 |
| A nonlinear dynamic uniaxial strength criterion that considers the ultimate dynamic strength of concrete D Lu, G Wang, X Du, Y Wang International Journal of Impact Engineering 103, 124-137, 2017 | 173 | 2017 |
| Seismic performance upgrading for underground structures by introducing sliding isolation bearings C Ma, D Lu, X Du Tunnelling and Underground Space Technology 74, 1-9, 2018 | 125 | 2018 |
| A 3D fractional elastoplastic constitutive model for concrete material D Lu, X Zhou, X Du, G Wang International Journal of Solids and Structures 165, 160-175, 2019 | 120 | 2019 |
| Extended transformed stress space for geomaterials and its application YP Yao, AN Zhou, DC Lu Journal of engineering mechanics 133 (10), 1115-1123, 2007 | 113 | 2007 |
| Structural components functionalities and failure mechanism of rectangular underground structures during earthquakes C Ma, DC Lu, XL Du, CZ Qi, XY Zhang Soil Dynamics and Earthquake Engineering 119, 265-280, 2019 | 107 | 2019 |
| Review on damage causes and disaster mechanism of Daikai subway station during 1995 Osaka-Kobe Earthquake D Xiu-Li, LI Yang, X Cheng-Shun, LU De-chun, XU Zi-gang, JIN Liu Chinese Journal of Geotechnical Engineering 40 (2), 223-236, 2018 | 101 | 2018 |
| Development of a new nonlinear unified strength theory for geomaterials based on the characteristic stress concept D Lu, C Ma, X Du, L Jin, Q Gong International Journal of Geomechanics 17 (2), 04016058, 2017 | 96 | 2017 |
| A 3D non-orthogonal plastic damage model for concrete X Zhou, D Lu, X Du, G Wang, F Meng Computer Methods in Applied Mechanics and Engineering 360, 112716, 2020 | 94 | 2020 |
| Effect of buried depth on seismic response of rectangular underground structures considering the influence of ground loss C Ma, D Lu, X Du, C Qi Soil dynamics and earthquake engineering 106, 278-297, 2018 | 94 | 2018 |
| A three-dimensional elastoplastic constitutive model for concrete D Lu, X Du, G Wang, A Zhou, A Li Computers & Structures 163, 41-55, 2016 | 89 | 2016 |
| Nonlinear unified strength criterion for concrete under three-dimensional stress states XL Du, DC Lu, QM Gong, M Zhao Journal of engineering mechanics 136 (1), 51-59, 2010 | 79 | 2010 |
| An open-source unconstrained stress updating algorithm for the modified Cam-clay model X Zhou, D Lu, Y Zhang, X Du, T Rabczuk Computer Methods in Applied Mechanics and Engineering 390, 114356, 2022 | 69 | 2022 |
| Elastic analytical solution of shallow tunnel owing to twin tunnelling based on a unified displacement function F Kong, D Lu, X Du, C Shen Applied Mathematical Modelling 68, 422-442, 2019 | 55 | 2019 |
| Displacement analytical prediction of shallow tunnel based on unified displacement function under slope boundary F Kong, D Lu, X Du, C Shen International Journal for Numerical and Analytical Methods in Geomechanics …, 2019 | 54 | 2019 |
| Developing a 3D elastoplastic constitutive model for soils: a new approach based on characteristic stress C Ma, D Lu, X Du, A Zhou Computers and Geotechnics 86, 129-140, 2017 | 54 | 2017 |
| Model test study on the stability of cobble strata during shield under-crossing Q Lin, D Lu, C Lei, Y Tian, Q Gong, X Du Tunnelling And Underground Space Technology 110, 103807, 2021 | 53 | 2021 |
| Formula for predicting ground settlement induced by tunnelling based on Gaussian function D Lu, Q Lin, Y Tian, X Du, Q Gong Tunnelling and Underground Space Technology 103, 103443, 2020 | 52 | 2020 |
| A unified displacement function to analytically predict ground deformation of shallow tunnel D Lu, F Kong, X Du, C Shen, Q Gong, P Li Tunnelling and Underground Space Technology 88, 129-143, 2019 | 52 | 2019 |