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Predictive modeling of the permafrost thermal regime in Russian railroad subgrade support systems 被引量:3

Predictive modeling of the permafrost thermal regime in Russian railroad subgrade support systems
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摘要 The goal of a predictive thermotechnical calculation is to model the behavior of the top permafrost boundary under current operational conditions as well as increasing average annual air temperatures that results in degradation of the permafrost layer. Numerical modeling was used to assess the efficient application of construction measures to create sustainable operation of the railroad. The numerical modeling was carried out in the programming complex FEM-models developed by geotechnical engineers of St. Petersburg, Russia under Prof. V. M. Ulitsky's guidance. The Termoground Program as a part of the FEM-models enables the research of freezing, heaving and thawing in different design solutions. Research was carried out in space resolution for a year cycle. The performed model has shown that the designing measures accepted for permafrost protection from retreat in the subrade support were generally effective. The goal of a predictive thermotechnical calculation is to model the behavior of the top permafrost boundary under current operational conditions as well as increasing average annual air temperatures that results in degradation of the permafrost layer. Numerical modeling was used to assess the efficient application of construction measures to create sustainable operation of the railroad. The numerical modeling was carried out in the programming complex FEM-models developed by geotechnical engineers of St. Petersburg, Russia under Prof. V. M. Ulitsky's guidance. The Termoground Program as a part of the FEM-models enables the research of freezing, heaving and thawing in different design solutions. Research was carried out in space resolution for a year cycle. The performed model has shown that the designing measures accepted for permafrost protection from retreat in the subrade support were generally effective.
出处 《Research in Cold and Arid Regions》 CSCD 2013年第4期404-407,共4页 寒旱区科学(英文版)
关键词 REINFORCEMENT modeling deformations permafrost soil EMBANKMENT reinforcement modeling deformations permafrost soil embankment
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  • 1Construction Standards and Regulations 2.02.04-88, 1990. Moscow, pp. 72.
  • 2Kudriavtcev SA, Berestyanyy UB, Fedorenko EV, Valtseva TU, Mikhailin RG, Goncharova ED, 2011. Strengthening high slope of solid waste disposal damp at coast of Japanese sea Russia. Soil mechanics and geotechnical engineering: Challenges and solutions. The 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering. Hong Kong, China, 23-27 May, 2011, pp. 457.
  • 3Kudriavtcev SA, Berestyanyy UB, Fedorenko EV, Valtseva TU, Mikhailin RG, 2009a. Research and development of rational structure of pavement using integral geogrid for Section of Chita-Khabarovsk Highway. Journal of Harbin institute of technology (New Series), 16(suppl. I): 50-53.
  • 4Kudriavtcev SA, Berestyanyy UB, Valtseva TU, Barsukova NV, 2006. Practice of use of positive properties of geosynthetic materials on building objects in severe climatic conditions of the Far East of Russia. 1st International Conference on New Developments in Geoenvironmental and Geotechnical Engineering. University of Incheon, Korea, pp. 423-427.
  • 5Kudriavtcev SA, Berestyanyy UB, Valtseva TU, Goncharova ED, 2008. Simulation of operation of embankment strengthened by geosynthetic materials on thawing permafrost soils. Ninth International Conference on Permafrost. Institute of Northern Engineering. University of Alaska, Fairbanks, pp. 323-324.
  • 6Kudriavtcev SA, Berestyanyy UB, Valtseva TU, Goncharova ED, Mikhailin RG, 2009b. Geosynthetical materials in designs of highways in cold regions of Far East. 14th Conference on Cold Regions Engineering. Duluth, Minnesota, USA, pp. 546-550.
  • 7Kudriavtcev SA, Berestyanyy VB, Valtseva TU, Mikhailin RG, 2012a. Geotechnical solutions for slope stabilization along the Amur Highway characterized by permafrost degradation of road embankments. Tenth International Conference on Permafrost, Volume 2, Salekhard, pp. 215-219.
  • 8Kudriavtcev SA, Eun Chul Shin, Yu DH, Hyun Hot Kang, 2012b. Slope stability analysis for Amur river embankment of Russia before freezing, after freezing and after thawing. Korea (KGS)-Russian (AIIS) Geotechnical workshop. Current Geotechnical Issue at Urban Area May 1-3, Incheon, Republic of Korea, pp. 47-50.

同被引文献19

  • 1CHENG GuoDong,WU QingBai,MA Wei.Innovative designs of permafrost roadbed for the Qinghai-Tibet Railway[J].Science China(Technological Sciences),2009,52(2):530-538. 被引量:16
  • 2金会军,Max C.Brewer.阿拉斯加北极地区的工程设计和施工经验及教训[J].冰川冻土,2005,27(1):140-146. 被引量:35
  • 3汪双杰,陈建兵,章金钊.保温护道对冻土路基地温特征的影响[J].中国公路学报,2006,19(1):12-16. 被引量:30
  • 4Li D Q, Chen J, Meng Q Z, et al. Numeric simulation of permafrost degradation in the eastern Tibetan Plateau [ J ]. Permafrost and Periglacial Processes, 2008, 19 (1) : 93 -99.
  • 5Wu Q B, Shi B, Liu Y Z. Study on reciprocity of high- way and permafrost along the Qinghal Tibet Highway [J]. Science in China: Series D, 2002, 32(6) : 514 - 520.
  • 6Jrgensen A S, Ingeman-Nielsen T. Optimization in the use of air convection embankments for the protection of underlying permafrost [ C ]//Cold Regions Engineering 2012. Quebec, Canada, 2012:12 -20.
  • 7Ling F, Zhang T J. Numerical simulation of permafrost thermal regime and talik development under shallow thaw lakes on the Alaskan Arctic Coastal Plain [ J ]. Journal of Geophysical Research: Atmospheres, 2003,108(D16) :1 - 11.
  • 8Fortier R, LeBlanc A M, Yu W. Impacts of permafrost degradation on a road embankment at Umiujaq in Nuna- vik ( Quebec ), Canada [J]. Canadian Geotechnical Journal, 2011, 48(5) : 720-740.
  • 9Yarmak E, Long E. The performance of a flat-loop evaporator thermosyphon at Deadhorse, Alaska [ C ]// Cold Regions Engineering 2012. Quebec, Canada, 2012 : 348 - 357.
  • 10Harlan R L. Analysis of coupled heat-fluid transport in partially frozen soil [ J ]. Water Resources Research, 1973, 9(5) : 1314- 1323.

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