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[1]     Hao Zeng, Chao-sheng Tang*, Qing Cheng*, Hilary I. Inyang, De-zheng Rong, Zhu-yuan Lin, Luan Lin, Bin Shi. Coupling effects of interfacial friction and layer thickness on soil desiccation cracking behavior. Engineering Geology, 2019, 260, 105220.

[2]     Chao-Sheng Tang*, Cheng Zhu, Ting Leng, Bin Shi, Qing Cheng, Hao Zeng. Three-dimensional characterization of desiccation cracking behavior of compacted clayey soil using X-ray computed tomography. Engineering Geology, 2019, 255, 1-10.

[3]     Wang L L, Tang C S*, Shi B, et al. Nucleation and propagation mechanisms of soil desiccation cracks. Engineering Geology, 2018, 238: 27-35.

[4]     Tang C S, Shi B, Liu C, et al. Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils. Engineering Geology, 2008, 101(3):204-217.

[5]     Tang C S, Cui Y J, Tang A M, et al. Experiment evidence on the temperature dependence of desiccation cracking behavior of clayey soils. Engineering Geology, 2010, 114(3):261-266.

[6]     Tang C S, Shi B, Liu C, et al. Experimental characterization of shrinkage and desiccation cracking in thin clay layer. Applied Clay Science, 2011, 52(1):69-77.

[7]     Tang C S, Shi B, Liu C, et al. Experimental Investigation of the Desiccation Cracking Behavior of Soil Layers during Drying. Journal of Materials in Civil Engineering, 2011, 23(6):873-878.

[8]     Chao-Sheng Tang, Yu-Jun Cui, Bin Shi, et al. Desiccation and cracking behaviour of clay layer from slurry state under wetting–drying cycles. Geoderma, 2011, 166(1):111-118.

[9]     Tang C S, Wang D Y, Zhu C, et al. Characterizing drying-induced clayey soil desiccation cracking process using electrical resistivity method. Applied Clay Science. 2018,152:101-112

[10] Chao-Sheng Tang*, Bin Shi, Yu-Jun Cui, Chun Liu, Kai Gu. Desiccation cracking behavior of polypropylene fiber–reinforced clayey soil. Canadian Geotechnical Journal, 2012, 49(9): 1088-1101.

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