| Preface |
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xi | |
| Organisation |
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xii | |
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1 ISSMFE work group reports |
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Related effects on frost action: Freezing and solar radiation indices |
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3 | (22) |
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Preliminary results of frost heave experiments using standard test sample provided by TC8 |
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25 | (6) |
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Estimation of frost heave and thaw weakening by statistical analyses and physical models |
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31 | (12) |
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Mechanical properties data base for ground freezing applications |
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43 | (10) |
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Field and laboratory methods for determining deformation properties in thawing soils |
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53 | (12) |
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2 Heat and mass transfer in freezing and thawing soils and rock |
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Winter earthworks in seasonal freezing regions ought to become an accepted construction method-Frost heaving accelerates the consolidation of filling materials |
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65 | (8) |
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Thermal Interaction of petroleum wells with frozen rocks: The new solution of the problem |
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73 | (4) |
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Long-term results of testing of foam cover for remediation of degraded permafrost |
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77 | (4) |
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The formation of massive ice in permafrost |
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81 | (6) |
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Ice formation in freezing grounds |
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87 | (6) |
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Applied aspect of the rigid-ice model |
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93 | (8) |
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General thermomechanical model of freezing soil with numerical application |
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101 | (6) |
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Heat transfer in artificial ground freezing |
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107 | (6) |
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Hypothesis on the mechanism of `salt-frost scaling' of porous, brittle building materials |
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113 | (8) |
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Prediction of temperature regime of roadbed on permafrost considering unsteady water filtration |
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121 | (6) |
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Thawing of frozen soil with a linearly increasing surface temperature |
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127 | (4) |
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A macroscopic frost heave theory-Coupling equations and criteria for creation of new ice lens |
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131 | (8) |
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A mathematical model called M1 and the Gilpin model of soil freezing |
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139 | (8) |
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Freeze-thew effect on soil-bentonite mixtures |
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147 | (6) |
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Freeze-thaw indices in northernmost Fennoscandia according to meteorological observations, 1980-1991 |
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153 | (8) |
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Dependence of unfrozen water quantity on total moisture content |
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161 | (4) |
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Characteristics of the soil-structures of frozen soils |
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165 | (6) |
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Microstructure of freezing front in freezing soils |
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171 | (8) |
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Some recent mathematical results on the problem of soil freezing |
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179 | (8) |
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Experimental study on microstructure near freezing front during soil freezing |
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187 | (6) |
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Permeability changes in a fine-grained till due to cycles of freezing and thawing |
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193 | (10) |
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Essential characteristics of frozen frigne and determination of its parameters |
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203 | (6) |
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Dynamic investigation of mass transfer in freezing soil with computer tomograph |
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209 | (4) |
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Study of convection in liquid seasonal cooling devices in the warm period of a year |
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213 | (4) |
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Effects of cooling rate on frost action in closed system |
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217 | (10) |
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3 Frost susceptibility and frost heave |
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Capillary rise of water in geotextiles |
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227 | (8) |
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Suction characteristics and frost heave of cohesive soils |
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235 | (6) |
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Test construction of frost blanket using lime-stabilized soil |
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241 | (6) |
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Frost control-Design, construction and monitoring of TPPT test roads |
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247 | (8) |
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Displacement of shallow foundation by the effect of frost heaving forces |
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255 | (4) |
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Frost heave analysis by finite element method |
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259 | (8) |
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Use of geotextiles in formation of capillary break structures |
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267 | (6) |
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Sod peat as frost protection in road structure |
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273 | (8) |
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Frozen heaving of large dispersed soiled system of Zabaikalje |
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281 | (8) |
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Validation of the VTI frost heave model |
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289 | (4) |
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Effect of geotextiles as capillary breaks on frost heave reduction |
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293 | (4) |
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A comparison between measured and calculated frost heave, frost penetration and formation of ice lenses |
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297 | (10) |
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The Swedish National Road Administration's Frost damage prevention program |
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307 | (6) |
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4 Mechanical properties of frozen, thawed and thawing soils and rock |
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Constitutive relation of saturated frozen silt in torsion |
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313 | (4) |
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Cryogenical alterations of fabric and shear strength of clayey soils |
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317 | (10) |
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Failure criterion of unsaturated soils subjected to freezing and thawing |
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327 | (8) |
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Computer controlled triaxial freeze-thaw-shear apparatus |
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335 | (6) |
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Deformation properties of frozen soil under sine-verying temperature |
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341 | (4) |
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Determination of failure time in the creep of frozen soil subjected to varying stress |
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345 | (4) |
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Adfreezing frost heave force on concrete structures in natural ground |
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349 | (6) |
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Effect of pendulum speed on impact toughness of frozen soil |
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355 | (6) |
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Experimental study on torsion test of frozen loess |
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361 | (4) |
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A necessary medium for the study of extremely deep shaft-freezing technique A development of TYJ-200 triaxial high-pressure testing machine specially for frozen soils |
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365 | (6) |
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5 Environmental soil freezing |
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The study of the ionic permeability of frozen soils and ice |
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371 | (4) |
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Frozen soil barriers for hazardous waste confinement |
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375 | (6) |
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Interaction of oil with frozen soils |
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381 | (4) |
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Particularities of frozen saline soils electric and elastic properties |
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385 | (6) |
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Water migration during gas hydrate formation in porous media |
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391 | (6) |
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Redistribution of ions close to the growing ice inclusions |
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397 | (4) |
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A case of adopting soil freezing for environmental protection |
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401 | (6) |
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Salt expansion and frost heave of freezing saline soils |
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407 | (10) |
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On the heat exchange of freeze pipe with liquid nitrogen in ground freezing |
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417 | (4) |
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Deformation of a retaining wall by ground freezing |
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421 | (6) |
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Experiments applying tire chips as frost insulation in concrete-channels |
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427 | (6) |
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The deformable freeze pipe |
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433 | (6) |
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Calculation on the thickness of artificially frozen wall for supporting deep base pit |
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439 | (6) |
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Sill pillar mining beneath frozen fill |
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445 | (10) |
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Viscoelastic calculation on displacement and stress distribution in artificially frozen wall |
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455 | (6) |
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Icicle and frost heave prevention by adiabatic treatment in existing tunnel |
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461 | (8) |
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Technology of rock protection from freezing out in mining gold placer deposits of Siberia |
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469 | (4) |
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Some problems in foundation engineering on permafrost in connection with global climatic changes |
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473 | (6) |
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Discrete element modelling of pipe uplift in frozen soil regimes |
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479 | (8) |
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Effect of intensified freezing process on deformation control of ice wall |
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487 | (4) |
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Large-scale model test on the artificial freezing of foundation with liquid nitrogen |
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491 | (8) |
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An artificial ice plug for a hydro tunnel |
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499 | (4) |
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Applications of articial ground-freezing with liquid nitrogen (LIN)/new control hardware |
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503 | (6) |
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Application of AGF to Shanghai Metro 1 # line construction |
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509 | (4) |
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Application of freezing method for widening an existing tunnel |
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513 | (6) |
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Application of staggered freezing method to shaft sinking in Jining No. 3 coal mine |
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519 | (6) |
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Problem of lining failure in freeze shafts after construction |
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525 | (6) |
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Application of ground freezing technique in Lianghuai coal mine area of China |
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531 | (6) |
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Application of freezing method to brace a foundation pit |
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537 | (4) |
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| Availability of ISGF-papers |
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541 | (2) |
| Availability of papers in Frost in Geotechnical Engineering |
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543 | (2) |
| Author index |
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545 | |
