Journal Papers:
[1] Lin Guo, Jinmei Chen, Jun Wang, Yuanqiang Cai, Peng Deng. Influence of stress magnitude and loading frequency on cyclic behavior of K0-consolidated marine clay involving principal stress rotation. Soil Dynamics and Earthquake Engineering, 2016, 84: 94-107. (SCI / EI)
[2] Lin Guo, Jun Wang, Yuanqiang Cai, Hanlong Liu, Yufeng Gao, Honglei Sun. Undrained deformation behavior of saturated soft clay under long-term cyclic loading. Soil Dynamics and Earthquake Engineering, 2013, 50: 28-37. (SCI / EI)
[3] Jun Wang, Lin Guo*, Yuanqiang Cai, Changjie Xu, Chuan Gu. Strain and pore pressure development on soft marine clay in triaxial tests with a large number of cycles. Ocean Engineering, 2013, 74: 125-132. (SCI / EI)
[4] Yuanqiang Cai, Qi Sun, Lin Guo*, Hsein Juang, Jun Wang. Permanent deformation characteristics of saturated sand under cyclic loading. Canadian Geotechnical Journal, 2015, 52: 1-13. (SCI / EI)
[5] Huan Xiong, Lin Guo*, Yuanqiang Cai, Zhongxuan Yang. Experimental study of drained anisotropy of granular soils involving rotation of principal stress direction. European Journal of Environmental and Civil Engineering, 2016, 20(4): 431-454.
[6] Yu-Ke Wang, Lin Guo*, Yu-Feng Gao, Yue Qiu, Xiu-Qing Hu, Ying Zhang. Anisotropic drained deformation behavior and shear strength of natural soft marine clay. Marine Georesources & Geotechnology, 2016, 34: 493-502.
[7] Yuanqiang Cai, Qi Sun, Lin Guo*, Hsein Juang, Jun Wang. Permanent deformation characteristics of saturated sand under cyclic loading. Canadian Geotechnical Journal, 2015, 52: 795-807.
[8] Li Bo, Guo Lin, Zhang Fengshou. Macro-micro investigation of granular materials in torsional shear test. Journal of Central South University. 2014, 21: 2950-2961. (SCI / EI)
[9] Chuan Gu, Jun Wang, Yuanqiang Cai, Lin Guo. Influence of cyclic loading history on small strain shear modulus of saturated clays. Soil Dynamics and Earthquake Engineering, 2014, 66:1-12. (SCI / EI)
[10] Yuanqiang Cai, Yao Chen, Zhigang Gao, Honglei Sun, Lin Guo. Dynamic responses of a saturated poroelastic half-space generated by a moving truck on the uneven pavement. Soil Dynamics and Earthquake Engineering, 2015, 69: 172-181. (SCI / EI)
[11] SUN Lei, CAI Yuan-qiang, GU Chuan, WANG Jun, GUO Lin. Cyclic deformation behaviour of natural K0-consolidated soft clay under different stress paths. Journal of Central South University 2015, 22: 4828–4836. (SCI / EI)
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