Permafrost

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SEE AUTHOR INDEX AND REVISED PROGRAM AT END OF DOCUMENT CONTENTS Keynote Speechs Guodong Cheng Applications of the roadbed-cooling techniques in building the Qinghai-Tibet Railway………………………………………………………………………….……...………..1 Jerry Brown Status of International Permafrost Projects………………………………………..…...………...1 Douglas L. Kane, Larry D. Hinzman and Robert E. Gieck Extreme High and Low Streamflow in Permafrost Catchments……………………….………...3 V.R. Alekseev, O.I. Alekseeva, S.I. Zabolotnik, G.P. Kuzmin, R.V. Zhang * and D.M. Shesternev Frozen Ground in Asia and Stability of Engineering Structures……………………..…..............4 Jef Vandenberghe Permafrost Extension in Central China During the Last Glacial Maximum……….……........... 5 Wei Ma, Guang-li Feng, Qing-bai Wu, Guo-dong Cheng Analyses of Temperature Fields under the Air Convective Embankment of the Crushed Rocks Structures along Qinghai-Xizang Railway…………………………………………...……….…6 H.-W. Hubberten, N. N. Romanovskii The evolution of permafrost during the last climatic cycle in the coastal lowlands and shelf areas of eastern Eurasia……………………………………………………………..……............6 Tingjun Zhang, Mark A. Parsons, and Roger G. Barry Statistics of Global Permafrost Distribution………………………………………….….………7 Douglas J. Goering, Jianfeng Xu Experimental Validation of Passive Permafrost Cooling Systems……………….………............8 M.C.R. Davies, F.K Günzel Stability of Rock Slopes in Warming Permafrost……………………………..………....………9 Theme 1. Permafrost engineering, properties of frozen soils, model development, and their applications A. Rist, M. Phillips, W. Haeberli Influence of snow meltwater infiltration on active layer movement in steep alpine scree slopes within the discontinuous mountain permafrost zone…………………………….......................10 I
Aksenov V.I., Iospa A.V., Krivov D.N., Klinova G.I., Kistanov O.G., Kuprina М.S Complex engineering–geocryological researches and laboratory researches of physico -mechanical properties soils the Pechora lowland (by the example of arrangement of an oil deposit of Varandei)………………………………………………………………….…………11 Aldar P.Gorbunov, Edward V.Seversky The Features of Engineering and Geological Researches under Opening up of Permafrost of the High Mountains of Central Asia………………………………………..………………………12 Arlon R. Tussing, John Tichotsky & Philip L. Essley Permafrost issues in route choices for high-latitude gas pipelines in North America………………………………………………………………………………...……….13 Bin-xiang Sun, Qi Liu, Xiao-zu Xu Numerical analysis for thickness of fractured-rock revetment layer on Qinghai-Tibet Railway ………………..…………………………………………………………………………………16 Bo Liang , Yuan-ping Cao, Jian-jun Ge , Cheng Wang Test and Analysis about the Development of Depth of Seasonal-Thawing of L Type Retaining Wall………………………………………..…………………………………………………....16 Chun-hua Xu, Xue-yan Xu, Zhi-qiang Ji, Wan-kui Mu Behavior Analysis of Adfreezing Force of Engineering Pile in Permafrost Regions of Mohe County..………………………………………………………..………………………………..17 Da-yan Wang, Wei Ma, Xiao-xiao Chang, Wen-jie Feng Mechanical properties of Qinghai-Tibet clay subjected to closed-system freezing and thawing …………………………………..………………………………………………………………18 Dinara Ablyazina Estimation of cryogenic heave in the North of the Western Siberia and in the Central Siberia…………………………………………………………………..……………..………..19 Dong-qing Li, Jian-hong Fang, Meng-qing Zhou, Wang-wei Peng , An-hua Xu , Shi-jing Huang Experimental Research on Cleavage Strength of an new Asphalt Mixture under Cyclic Frost Actions…………………………………………..……………………………………………...20 En-liang Wang The effect of Freeze-Thaw cycle on tensile characteristics of plastic geogrid..……….……….20 F. M. Rivkin, N. V. Ivanova, and I. L. Kuznetsova The Technique of Geoinformation Modeling of Engineering Geocryological Conditions for Pipeline Construction in Mountain Regions……………………..……………………………..21 F.Q. Jiang, X.J. Chai Deformation of permafrost embankment of Qinghai-Tibet railway…………...……………….22 Feng Ling An Approximate analytical method for determining the Critical height of embankment in Fenghuoshan mountainous area along the Qinghai-Tibet Railway……………..…..………….22 Fujun Niu, Guodong Cheng, Jianjun Li, Wei Ma Monitoring Study on the Boundary Thermal Conditions and Temperature Fields of Duct-ventilated Embankment in Permafrost Regions…………………………..…………….23 II
Page 4 and 5: G.М. Dolgih, Dolgih D.G., Okunev S
Page 6 and 7: Rev I. Gavriliev The thermal conduc
Page 8 and 9: Xiao-zu Xu,Bin-xiang Sun,Qi Liu,Shu
Page 10 and 11: Lopez CML, Katamura F, Argunov R, F
Page 12 and 13: Grebenets V., Kraev G. Nagornov D.
Page 14 and 15: V.A. Istratov, A. Kuchmin, A.D. Fro
Page 16 and 17: Mamoru Ishikawa Mountain permafrost
Page 18 and 19: ORGANIZING COMMITTEE Co-Chairs Acad
Page 20 and 21: CO-SPONSORS Chinese Academy of Scie
Page 22 and 23: curve of the accumulated displaceme
Page 24 and 25: zone of Tien Shan. Key words: Compl
Page 26 and 27: negotiations currently under way am
Page 28 and 29: distribution according to the seaso
Page 30 and 31: number of freeze-thaw cycles. With
Page 32 and 33: The Technique of Geoinformation Mod
Page 34 and 35: Monitoring Study on the Boundary Th
Page 36 and 37: The Calculation and Control Methods
Page 38 and 39: observations are presented. Key wor
Page 40 and 41: frost heave is one typical case of
Page 42 and 43: whose total water content and poros
Page 44 and 45: effectively and restrain subgrade d
Page 46 and 47: Peninsula, Pur and Tar interfluve,
Page 48 and 49: 1-D Numerical Analysis to Predict a
Page 50 and 51: of the two simulation-analysis meth
Page 52 and 53:
frozen soil. While compared with th
Page 54 and 55:
The maximum vertical deformations a
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dangerous pollutants, including hea
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fact of the rising of artificial pe
Page 60 and 61:
The Thermal Conductivity of Segrega
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discussed in view of geotechnical a
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Numerical modeLling of thawing rail
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experiment for obtaining those para
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lake and in purpose to protect surr
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The Concept of an Engineering-geocr
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Effect of seismic events on the sta
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Electrical Conductivity of Rocks in
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mechanics parameters both in frozen
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influence its temperature change pr
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Experimental and numerical simulati
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signifies that the diffusion action
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Experimental Study on the Influence
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does not spread the energy in the f
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and seismic response of infrastruct
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Cooling effect of crushed rock reve
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The analysis of the data concerning
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the extended duration of freezing p
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Distribution of Rock Glaciers in th
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Methods of Theoretical and Experime
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properties, and is able to move bot
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especially water flooding, could be
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mechanisms during the compression a
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inundations and catastrophic breako
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of quantity of neglected interactio
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Past and present salinization in na
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Temperature Regime of Atmosphere an
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disturbance: conflicting, critical
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Application of ERS InSAR for detect
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critical to melt-water irrigation i
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Features of hydrothermal conditions
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associated with the southwest summe
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Significance of Microtopography and
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Reconstruction of paleocryogenic st
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Dendroclimatic investigations of fo
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anthropogenic disturbance. Despite
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and +38°C in summer. Continuous pe
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asis for palaeolimnological reconst
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eneath a path (34 cm.) In the end o
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can lead to a global ecological cat
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Assessment of Frozen Soils Environm
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No Thawing of the Cold Permafrost H
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Cryospheric changes in the West Sib
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Response of Ice-rich Permafrost to
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About Role of Thermokarst in Global
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presence may be debated since there
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territories have natural and anthro
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will contribute to the resolution o
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Impact of Frozen Ground Change on S
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Antarctica. Key words: Cape Hallett
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The sensitivity of Tibetan Plateau
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infrapermafrost waters that are dis
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Keywords: cryosphere, anthropogenic
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Key words: Alaska, oil exploration,
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Possible Change of Runoff in the Up
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Theme 5. Monitoring, mapping and mo
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Mathematical model for quantitative
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heat transfer model with phase chan
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e.s.l.). In 2005 this mine was equi
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Surface- coupled 3-D Permafrost Mod
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• the territories where the perma
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associated soil surface temperature
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variations in different parts. Keyw
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disturbed landscapes, thaw subsiden
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⎛ ⎜ 1 ⎛ ⎞ ⎜ ε σ = Eε e
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Mountain permafrost study in the Ru
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Permafrost Distribution and Thickne
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Permafrost Distribution and Thickne
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studies (Natsagdorj et al. 2000), t
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on the basis of determining tempera
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models were run using standardized
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organized into segments and contact
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depends on the microclimate of spec
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soundings, borehole temperature mea
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In high mountain regions, as well a
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ottom at a rate of 4 cm/year and ac
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Birch trees (Betula ermanii) are do
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Monitoring of the snow cover in the
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deterministic model combined with p
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We have the map of seasonally froze
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approximately with the -5°C mean a
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Theme 6. Others Developing an Onlin
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The FGDC identifies, archives, docu
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Final Revised Program (August 28, 2
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Professor Dr. Lin Zhao, CAREERI, CA
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Monday, Aug 7, 2006 Location: Ningw
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Bending properties monitored in ful
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Theme 1-3: Engineering: Frozen grou
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Chairs: Bernhard Diekman, Ron Slett
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Theme 5-3: Mapping: Permafrost and
Page 240 and 241:
Experimental research on thermal co
Page 242 and 243:
A Preliminary Permafrost and Ground
Page 244 and 245:
Bulley H----------94 Caffee M W ---
Page 246 and 247:
Guo Jian-wen -------177 Guo Jian-We
Page 248 and 249:
Kudryavtsev S -------53 Kulish E M
Page 250 and 251:
Nefedieva Yu A ----------------87 N
Page 252 and 253:
Stauch G -------89 Streletskaya I.
Page 254:
Zhang Jian-min --------25 Zhang Jin
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Permafrost

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