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