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青藏铁路多年冻土地区桥梁桩基础的应用分析 被引量:1

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摘要 就青藏铁路线各种类型的桩基础在冻土地区的应用利弊和选择、设计、施工及计算进行了分析。
作者 刘志强
出处 《甘肃科技纵横》 2003年第1期54-54,7,共2页 Scientific & Technical Information of Gansu
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  • 1M. Yang, T. Yao, X. Gou, T. Koike, Y. He.The soil moisture distribution, thawing-freezing processes and their effects on the seasonal transition on the Qinghai-Xizang (Tibetan) plateau. Joumal of Asian Earth Sciences,2003
  • 2S. K. J. Kung, T. SS. Steenhuis. Heat and moisture transfer in a partly frozen nonheaving soil. Soil Sci. Sco. Am. J., 1986
  • 3G. P. Newman, G. W. Wilson. Heat and mass transfer in unsaturated soils during freezing. Can.Geotech. J., 1997
  • 4S. G. Giakoumakis. A model for predicting coupled heat and mass transfers in unsaturated partially frozen soil. Int. J. Heat and Fluid Flow, 1994
  • 5M. Shen. Modelling of coupled heat, moisture and stress. Cold Regions Science and Technology, 1987
  • 6F. Ling, Z. Zeng, L. X. Zhang. The effect of the construction of revetment in the side of embankment,Ground Freezing 2000 (Ed. J. F. Thimus),Rotterdam, Balkerna, 2000
  • 7D. Li, Z. Wu, J. Fang, Y. Li. Calculating determination on the critical heights of embankment in the degrading permafrost regions.Ground Freezing 2000 (Ed. J. F. Thimus),Rotterdam, Balkema, 2000
  • 8N. Li , B. Chen , F. Chen, X. Xu. The coupled heat-moisture-mechanic model of the frozen soil. Cold Regions Science and Technology, 2000
  • 9S.A. Shoop, S. R. Bigl. Moisture migration during freeze and thaw of unsaturated soils: modeling and large scale experiments. Cold Regions Science and Technology, 1997
  • 10D. Li , Z. Wu , J. Fang , Y. Li , N. Lu. Heat stability analysis of embankment on the degrading permafrost district in the East of the Tibetan Plateau.China Cold Regions Science and Technology, 1998

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同被引文献56

  • 1M. Yang, T. Yao, X. Gou, T. Koike, Y. He.The soil moisture distribution, thawing-freezing processes and their effects on the seasonal transition on the Qinghai-Xizang (Tibetan) plateau. Joumal of Asian Earth Sciences,2003
  • 2S. K. J. Kung, T. SS. Steenhuis. Heat and moisture transfer in a partly frozen nonheaving soil. Soil Sci. Sco. Am. J., 1986
  • 3G. P. Newman, G. W. Wilson. Heat and mass transfer in unsaturated soils during freezing. Can.Geotech. J., 1997
  • 4S. G. Giakoumakis. A model for predicting coupled heat and mass transfers in unsaturated partially frozen soil. Int. J. Heat and Fluid Flow, 1994
  • 5M. Shen. Modelling of coupled heat, moisture and stress. Cold Regions Science and Technology, 1987
  • 6F. Ling, Z. Zeng, L. X. Zhang. The effect of the construction of revetment in the side of embankment,Ground Freezing 2000 (Ed. J. F. Thimus),Rotterdam, Balkerna, 2000
  • 7D. Li, Z. Wu, J. Fang, Y. Li. Calculating determination on the critical heights of embankment in the degrading permafrost regions.Ground Freezing 2000 (Ed. J. F. Thimus),Rotterdam, Balkema, 2000
  • 8N. Li , B. Chen , F. Chen, X. Xu. The coupled heat-moisture-mechanic model of the frozen soil. Cold Regions Science and Technology, 2000
  • 9S.A. Shoop, S. R. Bigl. Moisture migration during freeze and thaw of unsaturated soils: modeling and large scale experiments. Cold Regions Science and Technology, 1997
  • 10D. Li , Z. Wu , J. Fang , Y. Li , N. Lu. Heat stability analysis of embankment on the degrading permafrost district in the East of the Tibetan Plateau.China Cold Regions Science and Technology, 1998

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