Yang, Chao, Sheng, Daichao, Carter, John P., Sloan, Scott W.. Elsevier; 2015. Modelling the plastic anisotropy of Lower Cromer Till.
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Yang, Chao, Carter, John P., Sheng, Daichao. NRC Research Press; 2014. Description of compression behaviour of structured soils and its application.
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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.
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Yang, Chao, Carter, John P., Yu, Shengbing. Elsevier; 2015. Comparison of model predictions of the anisotropic plasticity of Lower Cromer Till.
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Sun, Bing, Zeng, Sheng, Guo, Shanshan, Yang, Chao. Springer Netherlands; 2015. Variation characteristics of stress wave speed for anchorage system under instantaneous excitation.
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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.
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Yang, Chao, Sheng, Daichao, Carter, John P.. Pergamon Press; 2012. Effect of hydraulic hysteresis on seepage analysis for unsaturated soils.
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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.
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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.
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Yang, Chao, Sheng, Daichao, Carter, John P., Huang, Jinsong. American Society of Civil Engineers (ASCE); 2013. Stochastic evaluation of hydraulic hysteresis in unsaturated soils.
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Sheng, Dai-chao, Yang, Chao. Editorial Office of Chinese Journal of Geotechnical Engineering; 2012. Discussion of fundamental principles in unsaturated soil mechanics.
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Yang, Chao, Carter, John P., Sheng, Daichao, Sloan, Scott W.. Elsevier; 2016. An isotach elastoplastic constitutive model for natural soft clays.
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Yang, Chao, Carter, John P.. Springer; 2017. Isotach elastoplasticity: a case study on Osaka Bay clay.
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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.