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 | 172 | 2019 |
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 | 120 | 2018 |
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 | 103 | 2019 |
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 |
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 | 91 | 2017 |
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 | 52 | 2017 |
Semi-analytical analysis of static and dynamic responses for laminated magneto-electro-elastic plates P Zhang, C Qi, H Fang, C Ma, Y Huang Composite Structures 222, 110933, 2019 | 39 | 2019 |
A simple single bounding surface model for undrained cyclic behaviours of saturated clays and its numerical implementation X Cheng, X Du, D Lu, C Ma, P Wang Soil Dynamics and Earthquake Engineering 139, 106389, 2020 | 37 | 2020 |
A novel segmental cored column for upgrading the seismic performance of underground frame structures D Lu, C Wu, C Ma, X Du, MH El Naggar Soil Dynamics and Earthquake Engineering 131, 106011, 2020 | 35 | 2020 |
Non-orthogonal elastoplastic constitutive model for sand with dilatancy J Liang, D Lu, X Du, W Wu, C Ma Computers and Geotechnics 118, 103329, 2020 | 32 | 2020 |
Evaluation of strength and failure of brittle rock containing initial cracks under lithospheric conditions X Li, C Qi, Z Shao, C Ma Acta Geophysica 66, 141-152, 2018 | 27 | 2018 |
Large scale experimental study on bond behavior between polymer modified cement mortar layer and concrete W Liao, H Wang, M Li, C Ma, B Wang Construction and Building Materials 228, 116751, 2019 | 25 | 2019 |
An elasto-plastic damage model for rocks based on a new nonlinear strength criterion J Huang, M Zhao, X Du, F Dai, C Ma, J Liu Rock Mechanics and Rock Engineering 51, 1413-1429, 2018 | 24 | 2018 |
Seismic performance improvement of underground frame structures by changing connection type between sidewalls and slab C Ma, D Lu, H Gao, X Du, C Qi Soil Dynamics and Earthquake Engineering 149, 106851, 2021 | 21 | 2021 |
Nonlinear unified strength model of geomaterials D Xiuli, MA Chao, L Dechun Chinese Journal of Theoretical and Applied Mechanics 46 (3), 389-397, 2014 | 19 | 2014 |
A new method for the evaluation of the ultimate seismic capacity of rectangular underground structures D Lu, C Ma, X Du, X Wang Soil Dynamics and Earthquake Engineering 126, 105776, 2019 | 17 | 2019 |
Dynamic analysis of tripod pile foundation in clays for offshore wind turbines X Cheng, M Li, C Ma, MH El Naggar, P Wang, X Sun Ocean Engineering 287, 115832, 2023 | 15 | 2023 |
Upgrading seismic performance of underground frame structures based on potential failure modes C Wu, D Lu, MH El Naggar, C Ma, Q Li, X Du Soil Dynamics and Earthquake Engineering 153, 107116, 2022 | 15 | 2022 |
Seismic damage evaluation of CFRP-strengthened columns in subway stations C Ma, ZH Wang, DC Lu, X Du Chin. J. Geotech. Eng 42 (12), 2249-2256, 2020 | 14 | 2020 |
Crack velocity-and strain rate-dependent dynamic compressive responses in brittle solids X Li, C Ma, C Qi, Z Shao Theoretical and Applied Fracture Mechanics 105, 102420, 2020 | 13 | 2020 |