Objects
Yang, Chao, Sheng, Daichao, Carter, John P., Sloan, Scott W.. Elsevier; 2015. Modelling the plastic anisotropy of Lower Cromer Till.
Yang, Chao, Carter, John P., Sheng, Daichao. NRC Research Press; 2014. Description of compression behaviour of structured soils and its application.
Yang, Chao, Sheng, Daichao, Carter, John P.. American Society of Civil Engineers; 2013. Stochastic analysis of hydraulic hysteresis in multi-layer unsaturated soil covers under random flux boundary conditions.
Yang, Chao, Carter, John P., Yu, Shengbing. Elsevier; 2015. Comparison of model predictions of the anisotropic plasticity of Lower Cromer Till.
Sun, Bing, Zeng, Sheng, Guo, Shanshan, Yang, Chao. Springer Netherlands; 2015. Variation characteristics of stress wave speed for anchorage system under instantaneous excitation.
Yang, Chao, Liu, Xiliang, Liu, Xianfeng, Yang, Chengsong, Carter, John P.. Elsevier; 2015. Constitutive modelling of Otaniemi soft clay in both natural and reconstituted states.
Yang, Chao, Sheng, Daichao, Carter, John P.. Pergamon Press; 2012. Effect of hydraulic hysteresis on seepage analysis for unsaturated soils.
Ma, Shao-kun, Huang, Mao-song, Hu, Ping, Yang, Chao. Central South University; 2013. Soil-water characteristics and shear strength in constant water content triaxial tests on Yunnan red clay.
Yang, Chao, Sheng, Daichao, Carter, John P., Pineda, Jubert, Kelly, Richard. American Society of Civil Engineers (ASCE); 2014. From compression behavior to plastic anisotropy of reconstituted soft soils.
Yang, Chao, Sheng, Daichao, Carter, John P., Huang, Jinsong. American Society of Civil Engineers (ASCE); 2013. Stochastic evaluation of hydraulic hysteresis in unsaturated soils.
Sheng, Dai-chao, Yang, Chao. Editorial Office of Chinese Journal of Geotechnical Engineering; 2012. Discussion of fundamental principles in unsaturated soil mechanics.
Yang, Chao, Carter, John P., Sheng, Daichao, Sloan, Scott W.. Elsevier; 2016. An isotach elastoplastic constitutive model for natural soft clays.
Yang, Chao, Carter, John P.. Springer; 2017. Isotach elastoplasticity: a case study on Osaka Bay clay.
Yang, Chao, Carter, John P.. Elsevier; 2018. 1-D finite strain consolidation analysis based on isotach plasticity: Class A and Class C predictions of the Ballina embankment.