Sciences in Cold and Arid Regions ›› 2015, Vol. 7 ›› Issue (5): 547-553.doi: 10.3724/SP.J.1226.2015.00547
• ARTICLES • Previous Articles
ZuRun Yue1,3, BoWen Tai2, TieCheng Sun1
Chou YL, Sheng Y, Wei ZM, 2009. Temperature and deformation differences between southern and northern slopes of highway embankment on permafrost. Chinese Journal of Rock Mechanics and Engineering, 28(9): 1896-1903. Heydinger A, 2003. Evaluation of seasonal effect on subgrade soils. Transportation Research Record, 1821: 47-55. Hossain M, Romanoschi S, 2000. Seasonal and spatial variation of subgrade response. Geotechnical Special Publication, 98: 150-156. Ling XZ, Zhang F, Zhu ZY, et al, 2009. Field experiment of subgrade vibration induced by passing train in a seasonally frozen region of Daqing. Earthquake Engineering and Engineering Vibration, 8(1): 149-157. Qi CQ, Wu QB, Shi B, 2007. Analysis of thermal state of permafrost under high embankment along Qinghai-Tibet Railway. Chinese Journal of Rock Mechanics and Engineering, 26(Suppl. 2): 4518-4524. Qin Y, Zhang J, 2010. Estimating the stability of unprotected embankment in warm and ice-rich permafrost region. Cold Regions Science and Technology, 61: 65-71. Sheng Y, Ma W, Wen Z, et al, 2005. Analysis of difference in thermal state between south faced slope and north faced slope of railway embankment in permafrost region. Chinese Journal of Rock Mechanics and Engineering, 24(17): 3197-3201. Sun BX, Xu XZ, Lai YM, et al, 2004. Impact of ballast grain sizes on natural convection cooling effect of embankment in permafrost regions. Chinese Journal of Geotechnical Engineering, 26(6): 809-814. Sun ZK, Wang LJ, Bai MZ, 2004. Finit element analysis of temperature field of Qinghai-Tibet Railway embankment on permafrost. Chinese Journal of Rock Mechanics and Engineering, 23(20): 3454-3459. Tai BW, Yue ZR, 2015. Field test of subgrade for Ha-Qi passenger dedicated line in deep seasonal frozen regions. Journal of Shijiazhuang Tiedao University (Natural Science), 28(1): 66-70. Wang SJ, Chen JB, 2008. Nonlinear analysis for dimensional effects of temperature field of highway embankment in permafrost regions on Qinghai-Tibet Plateau. Chinese Journal of Geotechnical Engineering, 30(10): 1544-1549. Wang TH, Dou MJ, 2004. Analysis of transverse thermal difference of embankment in permafrost region. Coal Geology and Exploration, 32(1): 45-47. Wen Z, Sheng Y, Ma W, 2008. In-situ experimental study on thermal protection effects of the insulation method on warm permafrost. Cold Regions Science and Technology, 53(3): 369-381. Wen Z, Sheng Y, Ma W, et al, 2009. Ground temperature and deformation laws of highway embankments in degenerative permafrost. Chinese Journal of Rock Mechanics and Engineering, 28(7): 1477-1483. Xu HN, Zhang H, Tan YQ, 2013. Temperature distribution of pavement in seasonally frozen regions in winter. China Journal of Highway and Transport, 26(2): 7-14. Yu QH, Pan XC, Cheng GD, et al., 2007. Study on main influential factors on ventilated embankment and corresponding measures. Chinese Journal of Rock Mechanics and Engineering, 26(Suppl. 1): 3045-3051. |
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