• ARTICLES •
Wei Ma, Tuo Chen
| Cheng G, 2002. The interacting of Qinghai-Tibet Railway and permafrost and the environmental effect. Publication of Chinese Academy of Sciences, 17(1): 21-25.
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Fei K, Zhang JW, 2010. Application of ABAQUS to Geotechnogical Engineering. Beijing: China Water Power Press.
Gu HD, 2009. Numerical analysis of frozen soil foundation under traffic dynamic loads. Ph.D. dissertation, Harbin Institute of Technology, Harbin, China.
Li SY, 2008. Numerical study on the thermal-mechanical stability of railway subgrade in permafrost regions. Ph.D. dissertation, Graduate University of the Chinese Academy of Sciences, Beijing, China.
Li SY, Zhang MY, Zhang SJ, et al., 2008. Analysis of the dynamic response of Qinghai-Tibetan Railway embankment in permafrost regions under train load. Journal of Glaciology and Geocryology, 30(5): 860-867.
Liao GY, Huang XM, 2008. ABAQUS finite element software application in road engineering. Ph.D. dissertation, Southeast University, Nanjing, China.
Shi YH, 2011. Study on stability of permafrost subgrade under train loading and freeze-thaw. Ph.D. dissertation, Beijing Jiaotong University, Beijing, China.
Sun ZZ, Ma W, Dang HM, et al., 2013. Characteristics and causes of embankment deformation for Qinghai-Tibet Railway in permafrost regions. Rock and Soil Mechanics, 34(9): 2667-2671.
Wang LN, Ling XC, Zhang F, et al., 2009. Field monitoring on vibration acceleration response of railway in seasonal frozen region of Daqing induced by train-steering in winter. Science Paper Online, 4(7): 507-511.
Wang LM, Wu ZJ, Sun JJ, et al., 2009. Characteristics of ground motion at permafrost sites along the Qinghai-Tibet Railway. Soil Dynamics and Earthquake Engineering, 29(6): 974-981. DOI: 10.1016/j.soildyn.2008.11.009.
Wang TX, Hu CS, Li N, 2002. Stress-strain numerical model for frozen soil subgrade. Chinese Journal of Geotechnical Engineering, 24(2): 193-197.
Wu ZJ, Ma W, 1994. Strength and Creep of Frozen Soil. Lanzhou, China: Lanzhou University Press.
Xu XY, Zhong CL, Chen YM, et al., 1998. Research on dynamic characters of frozen soil and determination of its parameters. Chinese Journal of Geotechnical Engineering, 20(5): 80-84.
Yu Y, 2006. Study on dynamic response of frozen embankment under train vibration load. Ph.D. dissertation, Harbin Institute of Technology, Heilongjiang, China.
Zhang JM, Liu D, Qi JL, 2007. Estimation on the settlement and deformation of embankment along Qinghai-Tibet Railway in permafrost regions. China Railway Science, 28(3): 12-17.
Zhang QL, Bai CG, Wang HF, 2012. Test research of soil under triaxial impact loading. Laboratory Science, 15(2): 77-80. DOI: 10.3969/j.issn.1672-4305.2012.02.026.
Zhao SY, Zheng YR, Zhang YF, 2005. Study on slope failure criterion in strength reduction finite element method. Rock and Soil Mechanics, 26(2): 332-336.
Zheng B, Zhang JM, Ma XJ, et al., 2009. Study on compression deformation of warm and ice-rich frozen soil. Chinese Journal of Rock Mechanics and Engineering, 28(Supp.1): 3063-3069.
Zheng B, Zhang JM, Ma XJ, 2006. Studying and thinking on settlement of railway roadbed in permafrost regions. China Safety Science Journal, 16(12): 140-144.
Zhu ZY, 2009. Train-induced vibration response and subsidence prediction of permafrost subgrade along Qinghai-Tibet Railway. Ph.D. dissertation, Harbin Institute of Technology, Heilongjiang, China.
|||YuChi Liu, ZhiGang Song. Study on the adaptability of block-rock embankment in permafrost regions [J]. Sciences in Cold and Arid Regions, 2017, 9(4): 412-419.|