Adfreezing frost heave force on concrete structures in natural ground (English)
- New search for: Suzuki, T.
- New search for: Sawada, S.
- New search for: Yamashita, S.
- New search for: Suzuki, T.
- New search for: Sawada, S.
- New search for: Yamashita, S.
- New search for: Knutsson, S.
In:
Ground freezing and frost in geotechnical engineering
;
349-354
;
1997
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ISBN:
- Conference paper / Print
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Title:Adfreezing frost heave force on concrete structures in natural ground
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Contributors:
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Conference:International symposium, Ground freezing and frost in geotechnical engineering ; 1997 ; Lulea; Sweden
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Published in:GROUND FREEZING ; 349-354
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Publisher:
- New search for: Balkema
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Publication date:1997-01-01
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Size:6 pages
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Remarks:Described as proceedings. Contains the 8th ISGF and the 3rd frost in geotechnical engineering
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ISBN:
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Type of media:Conference paper
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Type of material:Print
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Language:English
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Keywords:
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Source:
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Table of contents conference proceedings
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 3
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Related effects on frost action: Freezing and solar radiation indicesDysli, M. / Lunardini, V. / Stenberg, L. et al. | 1997
- 25
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Preliminary results of frost heave experiments using standard test sample provided by TC8Fukuda, M. / Kim, H.-S. / Kim, Y.-C. et al. | 1997
- 31
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Estimation of frost heave and thaw weakening by statistical analyses and physical modelsKujala, K. et al. | 1997
- 43
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Mechanical properties data base for ground freezing applicationsLadanyi, B. et al. | 1997
- 53
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Field and laboratory methods for determining deformation properties in thawing soilsSaarelainen, S. et al. | 1997
- 65
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Winter earthworks in seasonal freezing regions ought to become an accepted construction method - Frost heaving accelerates the consolidation of filling materialsAkagawa, S. / Sakai, Y. / Ohnuki, H. et al. | 1997
- 73
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Thermal interaction of petroleum wells with frozen rocks: The new solution of the problemBondarev, E. A. et al. | 1997
- 77
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Long-term results of testing of foam cover for remediation of degraded permafrostFeklistov, V. N. / Melnikov, V. P. et al. | 1997
- 81
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The formation of massive ice in permafrostFowler, A. C. / Noon, C. G. et al. | 1997
- 87
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Ice formation in freezing groundsGolubev, V. N. et al. | 1997
- 93
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Applied aspects of the rigid-ice modelGorelik, J. B. / Kolunin, V. S. / Reshetnikov, A. K. et al. | 1997
- 101
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General thermomechanical model of freezing soil with numerical applicationHartikainen, J. / Mikkola, M. et al. | 1997
- 107
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Heat transfer in artificial ground freezingHolden, J. T. et al. | 1997
- 113
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Hypothesis on the mechanism of `salt-frost scaling' of porous, brittle building materialsLindmark, S. et al. | 1997
- 121
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Prediction of temperature regime of roadbed on permafrost considering unsteady water filtrationLiu, J. / Wu, Z. / Ma, W. et al. | 1997
- 127
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Thawing of frozen soil with a linearly increasing surface temperatureLunardini, V. J. et al. | 1997
- 131
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A macroscopic frost heave theory - Coupling equations and criteria for creation of new ice lensMiyata, Y. et al. | 1997
- 139
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A mathematical model called M~1 and the Gilpin model of soil freezingNakano, Y. et al. | 1997
- 147
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Freeze-thaw effect on soil-bentonite mixturesRavaska, O. / Kujala, K. et al. | 1997
- 153
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Freeze-thaw indices in northernmost Fennoscandia according to meteorological observations, 1980-1991Seppaelae, M. / Hassinen, S. et al. | 1997
- 161
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Dependence of unfrozen water quantity on total moisture contentStarostin, E. G. / Timofeev, A. M. et al. | 1997
- 165
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Characteristics of the soil-structures of frozen soilsSugita, A. / Ishizaki, T. / Fukuda, M. et al. | 1997
- 171
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Microstructure of freezing front in freezing soilsTakeda, K. / Okamura, A. et al. | 1997
- 179
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Some recent mathematical results on the problem of soil freezingTalamucci, F. et al. | 1997
- 187
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Experimental study on microstructure near freezing front during soil freezingWatanabe, K. / Mizoguchi, M. / Ishizaki, T. / Fukuda, M. et al. | 1997
- 193
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Permeability changes in a fine-grained till due to cycles of freezing and thawingViklander, P. / Knutsson, S. et al. | 1997
- 203
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Essential characteristics of frozen fringe and determination of its parametersXu, X. / Wu, Z. / Ishizaki, T. / Fukuda, M. et al. | 1997
- 209
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Dynamic investigation of mass transfer in freezing soil with computer tomographZhang, L. / Pu, Y. / Liao, Q. / Gu, T. et al. | 1997
- 213
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Study of convection in liquid seasonal cooling devices in the warm period of a yearZhang, R. V. et al. | 1997
- 217
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Effects of cooling rate on frost action in closed systemZhu, Q. / Ogawa, S. et al. | 1997
- 227
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Capillary rise of water in geotextilesHenry, K. S. / Holtz, R. D. et al. | 1997
- 235
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Suction characteristics and frost heave of cohesive soilsJones, R. H. / Baba, H. U. et al. | 1997
- 241
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Test construction of frost blanket using lime-stabilized soilKawabata, S.-I. / Kamiya, M. / Ohsawa, M. et al. | 1997
- 247
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Frost control - Design, construction and monitoring of TPPT test roadsKivikoski, H. / Maekelae, H. et al. | 1997
- 255
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Displacement of shallow foundation by the effect of frost heaving forcesMusorin, A. V. et al. | 1997
- 259
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Frost heave analysis by finite element methodOkamoto, T. / Miyata, Y. / Minami, Y. et al. | 1997
- 267
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Use of geotextiles in formation of capillary break structuresSaarelainen, S. / Werner, G. et al. | 1997
- 273
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Sod peat as frost protection in road structureSalmenkaita, S. / Kujala, K. et al. | 1997
- 281
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Frozen heaving of large dispersed soiled system of ZabaikaljeShesternyov, D. M. et al. | 1997
- 289
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Validation of the VTI frost heave modelStenberg, L. / Hermansson, A. et al. | 1997
- 293
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Effect of geotextiles as capillary breaks on frost heave reductionTsuchiya, F. / Tsuji, O. / Yokota, S. et al. | 1997
- 297
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A comparison between measured and calculated frost heave, frost penetration and formation of ice lensesVikstroem, L. et al. | 1997
- 307
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The Swedish National Road Administration's frost damage prevention programWirstam, H. A. et al. | 1997
- 313
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Constitutive relation of saturated frozen silt in torsionHe, P. / Zhu, Y. / Xian, C. / Zhang, Z. et al. | 1997
- 317
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Cryogenical alterations of fabric and shear strength of clayey soilsHohmann-Porebska, M. / Czurda, K. A. et al. | 1997
- 327
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Failure criterion of unsaturated soils subjected to freezing and thawingNishimura, T. / Tukada, K. / Ogawa, S. / Momoi, T. et al. | 1997
- 335
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Computer controlled triaxial freeze-thaw-shear apparatusOno, T. / Mitachi, T. et al. | 1997
- 341
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Deformation properties of frozen soil under sine-varying temperatureYu, S. / Ziwang, W. / Xiaoxiao, C. / Wei, M. et al. | 1997
- 345
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Determination of failure time in the creep of frozen soil subjected to varying stressYu, S. / Ziwang, W. / Wei, M. et al. | 1997
- 349
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Adfreezing frost heave force on concrete structures in natural groundSuzuki, T. / Sawada, S. / Yamashita, S. et al. | 1997
- 355
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Effect of pendulum speed on impact toughness of frozen soilYu, Q. / Zhu, Y. / Zhang, J. / He, P. et al. | 1997
- 361
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Experimental study on torsion test of frozen loessZhang, J. / Peng, W. / Zhang, C. et al. | 1997
- 365
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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 soilsZhang, Y. / Xu, B. / Li, K. et al. | 1997
- 371
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The study of the ionic permeability of frozen soils and iceChuvilin, E. M. / Smirnova, O. G. et al. | 1997
- 375
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Frozen soil barriers for hazardous waste confinementDash, J. G. / Fu, H. Y. / Leger, R. et al. | 1997
- 381
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Interaction of oil with frozen soilsErshov, E. D. / Chuvilin, E. M. / Smirnova, O. G. / Naletova, N. S. et al. | 1997
- 385
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Particularities of frozen saline soils electric and elastic propertiesFrolov, A. D. / Chervinskaya, O. P. / Zykov, Y. D. et al. | 1997
- 391
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Water migration during gas hydrate formation in porous mediaMelnikov, V. P. / Nesterov, A. N. et al. | 1997
- 397
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Redistribution of ions close to the growing ice inclusionsOstroumov, V. et al. | 1997
- 401
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A case of adopting soil freezing for environmental protectionShiina, M. / Kashiwagi, T. / Kitamura, Y. et al. | 1997
- 407
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Salt expansion and frost heave of freezing saline soilsXu, X. / Wang, J. / Zhang, L. / Deng, Y. et al. | 1997
- 417
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On the heat exchange of freeze pipe with liquid nitrogen in ground freezingChen, R. / Zhu, L. / Wu, C. et al. | 1997
- 421
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Deformation of a retaining wall by ground freezingDanyluk, L. S. / Ketcham, S. A. et al. | 1997
- 427
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Experiments applying tire chips as frost insulation in concrete-channelsKubo, H. et al. | 1997
- 433
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The deformable freeze pipeLou, G. / Wang, Z. / Li, C. / Wang, J. et al. | 1997
- 439
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Calculation on the thickness of artificially frozen wall for supporting deep base pitMa, W. / Wu, Z. / Xu, X. / He, C. et al. | 1997
- 445
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Sill pillar mining beneath frozen fillMarklund, P.-I. / Andersson, P.-O. et al. | 1997
- 455
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Viscoelastic calculation on displacement and stress distribution in artificially frozen wallNiu, Y. / Zhang, C. / Zhang, J. et al. | 1997
- 461
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Icicle and frost heave prevention by adiabatic treatment in existing tunnelOkada, K. / Fujii, T. et al. | 1997
- 469
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Technology of rock protection from freezing out in mining gold placer deposits of SiberiaRashkin, A. V. / Kostromin, M. V. / Karasyov, K. I. et al. | 1997
- 473
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Some problems in foundation engineering on permafrost in connection with global climatic changesSadovsky, A. V. / Kutvitskaja, N. B. / Bondarenko, G. I. / Grebenetz, V. I. et al. | 1997
- 479
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Discrete element modelling of pipe uplift in frozen soil regimesSelvadurai, A. P. S. / Sepehr, K. et al. | 1997
- 487
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Effect of intensified freezing process on deformation control of ice wallWang, J. / Yu, X. / Lou, G. / Zhou, X. et al. | 1997
- 491
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Large-scale model test on the artificial freezing of foundation with liquid nitrogenZhu, L. / Chen, R. / Wu, C. et al. | 1997
- 499
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An artificial ice plug for a hydro tunnelBerggren, A.-L. / Sandvold, A. et al. | 1997
- 503
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Applications of artificial ground-freezing with liquid nitrogen (LIN)/new control hardwareBuinger, A. et al. | 1997
- 509
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Application of AGF to Shanghai Metro 1^# line constructionChen, X. / Liu, J. / Zhu, H. / Bai, T. et al. | 1997
- 513
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Application of freezing method for widening an existing tunnelKatayama, H. / Joushima, M. / Tanaka, M. / Tanaka, K. et al. | 1997
- 519
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Application of staggered freezing method to shaft sinking in Jining No. 3 coal minePeng, L. / Su, L. et al. | 1997
- 525
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Problem of lining failure in freeze shafts after constructionSu, L. / Zhou, X. / Lou, G. / Li, C. et al. | 1997
- 531
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Application of ground freezing technique in Lianghuai coal mine area of ChinaZhang, W. / Pang, R. et al. | 1997
- 537
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Application of freezing method to brace a foundation pitZhou, X. / Su, L. / Zhang, Y. / Xu, B. et al. | 1997