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Lin Guo

Date:2017-05-02 comefrom Click: 185

§ CONTACT INFORMATION

Lin Guo

Associate Professor, College of Architecture and Civil Engineering

Wenzhou University, Chashan Higher Education Town, Wenzhou, China, 325035

Email: lingpray@126.com

Tel:+86 13566264159

§ RESEARCH INTERESTS

§ Geotechnical Engineering, Geomechanics (constitutive model, couple flow deformation, plasticity and damage), Characteristics of soft clay, Foundation treatment

§ EDUCATION

§ PhD, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China. 2008-2013

§ BS, College of Construction Engineering, Jilin University, Changchun, China. 2004-2008

§ EXPERIENCE

§ Associate Professor, College of Architecture and Civil Engineering, Wenzhou University, February 2017-Present

§ Lecturer, College of Architecture and Civil Engineering, Wenzhou University, August 2014-Janurary 2017

§ RESEARCH PROJECTS

§ ‘Experimental and theoretical studies of non-coaxial behaviour of soft clay under principal stress axes rotation stress path induced by traffic load’, NSFC (51408441), RMB250,000. 2015.01-2017.12.

§ PUBLICATIONS

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)

§ PATENS

N/A

§ TEACHING

Undergraduate Courses

§ Tunnelling Engineering, Tunnelling Mechanics, Theoretical Mechanics, Geotechnical Engineering

Postgraduate Courses

§ Elastoplasticity and Finite Element Method