| Preface | p. XI |
| Organisation | p. XIII |
| Availability of ISGF-papers | p. XV |
| Availability of papers in Frost in Geotechnical Engineering | p. XVII |
| Heat and mass transfer | |
| Evolution of the pavement surface temperature in winter conditions: Geotechnical and thermal properties effects | p. 3 |
| Research of hydrate and ice formation in soils during cyclic fluctuations of temperature | p. 9 |
| Calculating determination on the critical heights of embankment in the degrading permafrost regions | p. 15 |
| Effective means of solving the problem of temperature regime control of ground foundation in cryolitho-zone | p. 19 |
| Rain falling on a frozen ground | p. 25 |
| Convective heat transfer in railway embankment ballast | p. 31 |
| Generalized model of heat and mass transfer for freezing and thawing soils under load | p. 37 |
| The effect of the construction of revetment in the side of embankment | p. 43 |
| Impact of construction seasons on maximum thawing depth of a roadbed | p. 47 |
| Influence of snow cover properties on migration of moisture in the course of grounds freezing | p. 51 |
| A model for the formation of ice lenses in an unconfined, water-saturated, porous medium consisting of spherical particles | p. 55 |
| Frost susceptibility and frost heave | |
| A method for controlling stationary frost heaving | p. 63 |
| Soil behaviour during artificial freezing--Part 1: Frost heaving 3D tests | p. 69 |
| Freezing kinetics, thermal strains and heaving of frozen soils | p. 75 |
| Frost deterioration of historical stone monuments and brick buildings and its preventive measures | p. 79 |
| Frost heving of rock, and its assessment | p. 85 |
| Assessment of subgrade frost susceptibility from soil index properties | p. 89 |
| Lateral deformation of clay soil during freezing under axi-symmetric stress | p. 95 |
| Heat, water and stress fields of saturated soil during freezing | p. 101 |
| Application of experimental inversion method to analyzing the characteristics of frozen fringe | p. 105 |
| Test approach to determine frost heave susceptibility of flyash as subgrade material | p. 111 |
| Centrifugal modelling of foundation frost heave and thaw settlement | p. 115 |
| The freezing-thawing characteristics of salinized soil in Jingtai irrigated area of China | p. 119 |
| Mechanical properties | |
| Frozen soil and rock deformations under dynamic and static mechanical stresses | p. 125 |
| Experimental study on the dynamic creep strength of frozen soil under dynamic loading with confining pressure | p. 131 |
| Quantitative study on structure of frozen soil | p. 137 |
| Effect of pendulum mass and water content on the impact toughness of frozen Lanzhou loess | p. 143 |
| Approach to a unified description of creep in frozen soil under constant and varying stress | p. 147 |
| Effect of consolidating process on stress-strain behaviour of artificially frozen soil | p. 151 |
| Analyses of deformation in frozen clayey soils | p. 155 |
| Environmental soil freezing | |
| Behaviour of metallic pollutants during the freezing of dilute clay suspensions | p. 163 |
| Engineering and economic variables of long duration frozen barriers | p. 169 |
| Thermal stability of frozen soil under human activities | p. 175 |
| Seasonal dynamics of the width of talk zones in river valleys | p. 181 |
| Large-scale technological brines burial into permafrost | p. 185 |
| Engineering design | |
| Engineering application of frozen ground multifunctional model | p. 193 |
| Mechanical stability analysis on frozen wall for supporting deep excavation in soft soil | p. 199 |
| Effects of Leca insulation in roads and railways | p. 203 |
| Life-cost analysis of a road on the basis of frost heave and probability | p. 209 |
| Some design problems for roads on permafrost under global change conditions | p. 215 |
| Phi analysis method of thermal design of structure foundations | p. 221 |
| Simple application of a convective heat transfer boundary in a FEM freezing analysis | p. 225 |
| A permafrost foundation analysis | p. 231 |
| Soil behaviour during artificial freezing--Part 2: Application in bored tunnels | p. 237 |
| Frost heave design of pavements, the Finnish approach | p. 243 |
| Development of effective slope protection technique in cold regions | p. 251 |
| Elastic visco-plastic nonlinear analysis for earthquake response of tunnels in cold regions | p. 257 |
| Case histories | |
| The Oslofjord subsea tunnel, a case record | p. 267 |
| Long-term results of thermal stabilization of pile foundations on permafrost | p. 273 |
| Artificial freezing of ground in the base of deformed buildings in the North of Russia | p. 277 |
| Ground freezing at Fernbahntunnel Lot 3 in Berlin | p. 281 |
| Westerscheldetunnel--Use of brine freezing for the construction of the traverse galleries | p. 289 |
| Design of ground freezing as temporary support during the construction of underground structures of the subway line 'U5' in Berlin | p. 295 |
| Evaluation of countermeasures for 1.10 MPa frost expansion pressure using a new measurement system | p. 299 |
| In-situ sonic test of seasonally frozen ground in Lanzhou, China | p. 305 |
| Berlin ... on the rocks! | p. 311 |
| Artificial ground freezing of the McArthur River uranium ore deposit | p. 317 |
| Sinking and lining of the Mol No. 2 freeze shaft | p. 323 |
| Soil freezing with LIN under environmental aspects | p. 329 |
| Ground freezing failures: Causes and preventions | p. 333 |
| Investigative and remedial methods for breach in a frozen shaft | p. 339 |
| Application of freezing method to shift down an exiting tunnel | p. 345 |
| Author index | p. 351 |
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