Jian-Wen Ding
- A large-strain consolidation model incorporating vacuum pressure growth-propagation. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 174, n. 5 (octobre 2021). (2021):
- (2019): Settlement of Funing Natural Clays under 14-Year Embankment Loads: A Case Study. Dans: Advances in Civil Engineering, v. 2019 ( 2019).
- Quantitative assessment on the variation of compressibility of Wenzhou marine clay during destructuration. Dans: KSCE Journal of Civil Engineering, v. 21, n. 3 (mai 2016). (2016):
- Evaluating the effect of soil structure on the ground response during shield tunnelling in Shanghai soft clay. Dans: Tunnelling and Underground Space Technology, v. 58 (septembre 2016). (2016):
- (2016): Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents. Dans: Advances in Civil Engineering, v. 2016 ( 2016).
- Modeling virgin compression of reconstituted clay at different initial water contents. Dans: China Ocean Engineering, v. 29, n. 5 (octobre 2015). (2015):
- Assessment of the effects of initial water contents on the pore pressure response of reconstituted clays. Dans: European Journal of Environmental and Civil Engineering, v. 21, n. 4 (janvier 2016). (2016):