Preface -- Organisation -- Availability of ISGF-papers -- Availability of papers in Frost in Geotechnical Engineering Heat and mass transfer -- Evolution of the pavement surface temperature in winter conditions: Geotechnical and thermal properties effects /A M. Cames-Pintaux, P. Lerat & A Dupas -- Research of hydrate and ice formation in soils during cyclic fluctuations of temperature /E.M.Chuvilin,E.V.Perlova,N.AMakhonina & V.S.Yakushev -- Calculating determination on the critical heights of embankment in the degrading permafrost regions /D.Li, ZWu, J.Fang & Y.Li -- Effective means of solving the problem of temperature regime control of ground foundation in cryolitho-zone /M.M.Dubina, G.M.Dolgikh & Yu.EKintsler -- Rain falling on a frozen ground /M.Fremond & R.Lassoued -- Convective heat transfer in railway embankment ballast /D.J.Goering, Alnstanes & S.Knudsen -- Generalized model of heat and mass transfer for freezing and thawing soils under load /J. B. Gorelik &V.S. Kolunin -- The effect of the construction of revetment in the side of embankment /F.Ling, ZZeng &L.X.Zhang -- Impact of construction seasons on maximum thawing depth of a roadbed /F.Ling, ZZeng &L.X.Zhang -- Influence of snow cover properties on migration of moisture in the course of grounds freezing /N. I. Osokin, R. S. Samoilov; A V.Sosnovskiy & V.A Zhidkov -- A model for the formation of ice lenses in an unconfined, water-saturated, porous medium consisting of spherical particles /K.Watanabe, Y.Muto & M.Mizoguchi -- Frost susceptibility and frost heave -- A method for controlling stationary frost heaving /S Akagawa -- Soil behaviour during artificial freezing - Part 1: Frost heaving 3D tests /H.Cote, J.F.Thimus, R.Rijkers & M.Naaktgeboren -- Freezing kinetics, thermal strains and heaving of frozen soils /S. E. Grechishchev -- Frost deterioration of historical stone monuments and brick buildings and its preventive measures /T.Ishizaki -- Frost heaving of rock, and its assessment /A Kagan & N. Krivonogova -- Assessment of subgrade frost susceptibility from soil index properties /J.-M. Konrad -- Lateral deformation of clay soil during freezing under axi-symmetric stress /T.Ono -- Heat, water and stress fields of saturated soil during freezing /P.He, GCheng & Y.Zhu -- Application of experimental inversion method to analyzing the characteristics of frozen fringe /P.Li&X.Xu -- Test approach to determine frost heave susceptibility of flyash as subgrade material /W.Gao, X.Song & Y.Wang -- Centrifugal modelling of foundation frost heave and thaw settlement /X /Chen, J.Pu,XLuo & KYin -- The freezing-thawing characteristics of salinized soil in Jingtai irrigated area of China /L.Zhang, X.Xu & W.Han -- Mechanical properties -- Frozen soil and rock deformations under dynamic and static mechanical stresses /A.D.Frolov, O.KVoronkov & Yu.D.Zykov -- Experimental study on the dynamic creep strength of frozen soil under dynamic loading with confining pressure /H.Li, Y.Zhu &P.He -- Quantitative study on structure of frozen soil /J.Qi & Y.Zhu -- Effect of pendulum mass and water content on the impact toughness of frozen Lanzhou loess /Q.Yu, Y.Zhou&P.He -- Approach to a unified description of creep in frozen soil under constant and varying stress /Y.Sheng&ZWu -- Effect of consolidating process on stress-strain behaviour of artificially frozen soil /W.Ma, ZWu &X.Chang -- Analyses of deformation in frozen clayey soils /W.Ma,X.Chang & Y.Zhu -- Environmental soil freezing -- Behaviour of metallic pollutants during the freezing of dilute clay suspensions /G.Gay & AAzouni -- Engineering and economic variables of long duration frozen barriers /E.L.Long & E.YarmakJr -- Thermal stability of frozen soil under human activities /Q.Wu, Y.Zhu & Y.Liu -- Seasonal dynamics of the width of talik zones in river valleys /F.M.Rivkin & V. I.Aksenov -- Large-scale technological brines burial into permafrost /S.AVelikin, O.AKuchmin, AM. Snegirev & AD.Frolov -- Engineering design -- Engineering application of frozen ground multifunctional model /M.M.Dubina -- Mechanical stability analysis on frozen wall for supporting deep excavation in soft soil /F.Niu & W.Ni -- Effects of Leca insulation in roads and railways /T.Furuberg, AWatn & KO.Amundsgard -- Life-cost analysis of a road on the basis of frost heave and probability /K.Gustavsson -- Some design problems for roads on permafrost under global change conditions /V.D.Kazarnovsky, V.M.Yumashev & S.E.Grechishchev -- Phi analysis method of thermal design of structure foundations /E.L.Long -- Simple application of a convective heat transfer boundary in a FEM freezing analysis /G.P.Newman & L.Lam -- A permafrost foundation analysis /O.Ravaska & E.Vesala -- Soil behaviour during artificial freezing - Part 2: Application in bored tunnels /R.Rijkers, M.Naaktgeboren, H.Cote, J.-EThimus & M.Visschedijk -- Frost heave design of pavements, the Finnish approach /S. Saarelainen -- Development of effective slope protection technique in cold regions /K.Takeda & T.Itoh -- Elastic visco-plastic nonlinear analysis for earthquake response of tunnels in cold regions /Y.Lai, ZWu, Y.Zhu & LZhu -- Case histories -- The Oslofjord subsea tunnel, a case record /A-L.Berggren -- Long-term results of thermal stabilization of pile foundations on permafrost /V.N. Feklistov, A N. Nesterov & J. B. Gorelik -- Artificial freezing of ground in the base of deformed buildings in the North of Russia /V.I.Grebenets, S.N.Titkov & D.S.Bakcheev -- Ground freezing at Fembahntunnel Lot 3 in Berlin /J.Greinacher & M.Loffler -- Westerscheldetunnel - Use of brine freezing for the construction of the traverse galleries /H. Hafi, R. Jagow-Klajf & H.-W. Seidel -- Design of ground freezing as temporary support during the construction of underground structures of the subway line âU5â in Berlin /H. Hafi & J. Seegers -- Evaluation of countermeasures for 1.10 MPa frost expansion pressure using a new measurement system /KOkubo, T.Okamoto, KRyokai &H.Izuta -- In-situ sonic test of seasonally frozen ground in Lanzhou, China /J.Zhang, Y.Zhu & Q.Yu -- Berlin... on the rocks! /H.Azer &J. Klein -- Artificial ground freezing of the McArthur River uranium ore deposit /G. P. Newman & D. Maishman -- Sinking and lining of the Mol No. 2 freeze shaft /T. Oellers & D. De Bruyn -- Soil freezing with LIN under environmental aspects /D. Rebhan & A Buinger -- Ground freezing failures: Causes & preventions /J. A Shuster -- Investigative and remedial methods for breach in a frozen shaft /J. A Sopko & B. Braun -- Application of freezing method to shift down an exiting tunnel /T.Kamata, T.Morioka, T.Suzue, T.Hirano, T.Hashimoto, T.Konda,LNakai & Y.Kitamura -- Author index.
