Permafrost

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Monday, Aug 7, 2006 Location: Ningwozhuang Hotel Great Hall 8:30–9:30 Opening Ceremony Chairs Wei Ma Opening Speech Jerry Brown Guodong Cheng 9:30–10:30 Coffee Break 10:30–12:00 Keynote Speech Chairs Guodong Cheng, H.-W. Hubberten Guodong Cheng Applications of the roadbed-cooling techniques in building the Qinghai-Tibet Railway Jerry Brown Status of international permafrost projects Douglas L. Kane, Larry D. Hinzman and Robert E. Gieck Extreme high and low streamflow in permafrost catchments 12:00–14:30 Lunch 14:30–16:00 Keynote Speech Chairs Jerry Brown, Huijun Jin Jef Vandenberghe <strong>Permafrost</strong> extension in north-central China during the Last Glacial Maximum 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 16:00–16:30 Coffee Break 16:30–18:00 Keynote Speech Chairs Jerry Brown, Huijun Jin 5
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 Tingjun Zhang, Mark A. Parsons, and Roger G. Barry Statistics of global permafrost distribution Douglas J. Goering, Jianfeng Xu Title to be decided 18:00-20:30 Dinner Attendees lodging in VIP Building have your dinner in VIP Building Dining-room. Attendees Lodging in North Building and South building have your dinner in North Building Dining-room. Attendees not lodging in Ningwozhuang Hotel have your dinner in VIP Building Dining-room. (Muslim foods are available. Please contact the Local Organizing Committee members in advance if you need.) Tuesday, Aug 8, 2006 8:00–8:30 Keynote Speech (Location: Small Hall of North Building) Chairs: Gang Chen M.C.R. Davies Geotechnical centrifuge experimental studies related to frost heave and slope deformation 8:30–10:10 Oral session Theme 1-1: Engineering: Pipeline design and performance (Location: Small Hall of North Building) Chairs: Gang Chen Koui Kim, Wendy Zhou, and Scott L. Huang One-D numerical analysis to predict a buried chilled gas pipeline in Alaska, Fairbanks Hui Li, Gang Chen * Laboratory observation of dynamic frost bulb and frost heave development in soil surrounding chilled pipe using computerized ultrasonic tomography Arlon R. Tussing, John Tichotsky & Philip L. Essley <strong>Permafrost</strong> issues in route choices for high-latitude gas pipelines in North America Shunji Kanie, Satoshi Akagawa and Takashi Mikami Practical modeling for frost heave estimation of chilled gas pipeline buried in frost susceptible soil Satoshi AKAGAWA, Scott HUANG, Kohi KIM, Syunji KANIE, Takashi MIKAMI, Masami FUKUDA
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SEE AUTHOR INDEX AND REVISED PROGRA
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G.М. Dolgih, Dolgih D.G., Okunev S
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Rev I. Gavriliev The thermal conduc
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Xiao-zu Xu,Bin-xiang Sun,Qi Liu,Shu
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Lopez CML, Katamura F, Argunov R, F
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Grebenets V., Kraev G. Nagornov D.
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V.A. Istratov, A. Kuchmin, A.D. Fro
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Mamoru Ishikawa Mountain permafrost
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ORGANIZING COMMITTEE Co-Chairs Acad
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CO-SPONSORS Chinese Academy of Scie
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curve of the accumulated displaceme
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zone of Tien Shan. Key words: Compl
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negotiations currently under way am
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distribution according to the seaso
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number of freeze-thaw cycles. With
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The Technique of Geoinformation Mod
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Monitoring Study on the Boundary Th
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The Calculation and Control Methods
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observations are presented. Key wor
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frost heave is one typical case of
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whose total water content and poros
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effectively and restrain subgrade d
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Peninsula, Pur and Tar interfluve,
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1-D Numerical Analysis to Predict a
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of the two simulation-analysis meth
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frozen soil. While compared with th
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The maximum vertical deformations a
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dangerous pollutants, including hea
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fact of the rising of artificial pe
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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
Page 180 and 181: • the territories where the perma
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Page 184 and 185: variations in different parts. Keyw
Page 186 and 187: disturbed landscapes, thaw subsiden
Page 188 and 189: ⎛ ⎜ 1 ⎛ ⎞ ⎜ ε σ = Eε e
Page 190 and 191: Mountain permafrost study in the Ru
Page 192 and 193: Permafrost Distribution and Thickne
Page 194 and 195: Permafrost Distribution and Thickne
Page 196 and 197: studies (Natsagdorj et al. 2000), t
Page 198 and 199: on the basis of determining tempera
Page 200 and 201: models were run using standardized
Page 202 and 203: organized into segments and contact
Page 204 and 205: depends on the microclimate of spec
Page 206 and 207: soundings, borehole temperature mea
Page 208 and 209: In high mountain regions, as well a
Page 210 and 211: ottom at a rate of 4 cm/year and ac
Page 212 and 213: Birch trees (Betula ermanii) are do
Page 214 and 215: Monitoring of the snow cover in the
Page 216 and 217: deterministic model combined with p
Page 218 and 219: We have the map of seasonally froze
Page 220 and 221: approximately with the -5°C mean a
Page 222 and 223: Theme 6. Others Developing an Onlin
Page 224 and 225: The FGDC identifies, archives, docu
Page 226 and 227: Final Revised Program (August 28, 2
Page 228 and 229: Professor Dr. Lin Zhao, CAREERI, CA
Page 232 and 233: Bending properties monitored in ful
Page 234 and 235: Theme 1-3: Engineering: Frozen grou
Page 236 and 237: Chairs: Bernhard Diekman, Ron Slett
Page 238 and 239: 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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