Skip to main content
Erschienen in: Bulletin of Engineering Geology and the Environment 7/2019

13.01.2019 | Original Paper

Factors effecting the freeze thaw process in soils and reduction in damage due to frosting with reinforcement: a review

verfasst von: Rongfei Zhao, Shuning Zhang, Wei Gao, Jin He, Jie Wang, Dan Jin, Bo Nan

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 7/2019

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

Seasonal frozen soil is widely distributed in China. The seasonal freeze-thaw (F-T) process of soil will adversely affect the safety and service life of the engineering structures in these areas. Therefore, it is necessary to thoroughly study the main factors affecting the F-T process of soil and prevent or control F-T damage. This study first briefly introduces the distribution of seasonal frozen soil in China and the damage of soil after F-T. Then, on the one hand, it discusses the influencing trends of soil properties after freeze-thaw cycles (FTC) based on the different soil structure, compaction degree, moisture content, freezing temperature, and FTC times. On the other hand, it analyzes the present major project prevention and control measures to the damage of soils subjected to the F-T. This study highlights the positive effect of soil reinforcement on improving soil mechanical properties and reducing F-T destruction to the soil construction. Finally, it prospects the optimal reinforcement methods for all kinds of soils during different F-T conditions based on further theoretical research and practical experience.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat Abdi MR, Zandieh AR (2014) Experimental and numerical analysis of large scale pull out tests conducted on clays reinforced with geogrids encapsulated with coarse material. Geotext Geomembr 42:494–504CrossRef Abdi MR, Zandieh AR (2014) Experimental and numerical analysis of large scale pull out tests conducted on clays reinforced with geogrids encapsulated with coarse material. Geotext Geomembr 42:494–504CrossRef
Zurück zum Zitat Abdia MR, Arjomand MA (2011) Pullout tests conducted on clay reinforced with geogrid encapsulated in thin layers of sand. Geotext Geomembr 29:588–595CrossRef Abdia MR, Arjomand MA (2011) Pullout tests conducted on clay reinforced with geogrid encapsulated in thin layers of sand. Geotext Geomembr 29:588–595CrossRef
Zurück zum Zitat Ahmet D, Abdulazim Y, Mustafa L (2014) Experimental and numerical analyses of circular footing on geogrid- reinforced granular fill underlain by soft clay. Acta Geotech 9:711–723CrossRef Ahmet D, Abdulazim Y, Mustafa L (2014) Experimental and numerical analyses of circular footing on geogrid- reinforced granular fill underlain by soft clay. Acta Geotech 9:711–723CrossRef
Zurück zum Zitat Akagawa S, Nishisato K (2009) Tensile strength of frozen soil in the temperature range of the frozen fringe. Cold Reg Sci Technol 57:13–22CrossRef Akagawa S, Nishisato K (2009) Tensile strength of frozen soil in the temperature range of the frozen fringe. Cold Reg Sci Technol 57:13–22CrossRef
Zurück zum Zitat Alfaro MC, Pathak YP (2012) Laboratory performance of geogrid-reinforced soils subjected to freezing and thawing. Geotech Test J 35(5):784–795CrossRef Alfaro MC, Pathak YP (2012) Laboratory performance of geogrid-reinforced soils subjected to freezing and thawing. Geotech Test J 35(5):784–795CrossRef
Zurück zum Zitat Aoyama O, Ogawa S, Fukuda M (1985) Temperature dependencies of mechanical properties of soils subjected to freezing and thawing. In: Proceedings of the 4th international symposium on ground freezing. Balkema, Rotterdam, pp 217–222 Aoyama O, Ogawa S, Fukuda M (1985) Temperature dependencies of mechanical properties of soils subjected to freezing and thawing. In: Proceedings of the 4th international symposium on ground freezing. Balkema, Rotterdam, pp 217–222
Zurück zum Zitat Arenson LU, Johansen MM, Springman SM (2004) Effects of volumetric ice content and strain rate on shear strength under triaxial conditions for frozen soil samples. Permafr Periglac Process 15:261–271CrossRef Arenson LU, Johansen MM, Springman SM (2004) Effects of volumetric ice content and strain rate on shear strength under triaxial conditions for frozen soil samples. Permafr Periglac Process 15:261–271CrossRef
Zurück zum Zitat Arora S, Aydilek AH (2005) Class F fly-ash-amended soils as highway base materials. J Mater Civ Eng 17(6):640–649CrossRef Arora S, Aydilek AH (2005) Class F fly-ash-amended soils as highway base materials. J Mater Civ Eng 17(6):640–649CrossRef
Zurück zum Zitat Aslı B, Alper S (2018) Influence of fiber type and content on freeze-thaw resistance of fiber reinforced lime stabilized clay. Cold Reg Sci Technol 151:1–33CrossRef Aslı B, Alper S (2018) Influence of fiber type and content on freeze-thaw resistance of fiber reinforced lime stabilized clay. Cold Reg Sci Technol 151:1–33CrossRef
Zurück zum Zitat Bing H, He P (2009) Influence of free-thaw cycles on physical and mechanical properties of salty soil. Chin J Geotech Eng 31(12):1958–1962 Bing H, He P (2009) Influence of free-thaw cycles on physical and mechanical properties of salty soil. Chin J Geotech Eng 31(12):1958–1962
Zurück zum Zitat Cai YY, Jiao H, Hu ZG et al (2016) Reinforcing the marsh wetland foundation in seasonal frozen area with geotextiles repose of pile. J Northeast Forestry Univ 44(6):84–88 Cai YY, Jiao H, Hu ZG et al (2016) Reinforcing the marsh wetland foundation in seasonal frozen area with geotextiles repose of pile. J Northeast Forestry Univ 44(6):84–88
Zurück zum Zitat Cao YY (2015) Test and analysis on permafrost of subgrade in Beiluhe section of Qinghai-Tibet railway. Low Temperature Architecture Technology 02:82–84 Cao YY (2015) Test and analysis on permafrost of subgrade in Beiluhe section of Qinghai-Tibet railway. Low Temperature Architecture Technology 02:82–84
Zurück zum Zitat Chaduvula U, Desai AK, Solanki CH (2014) Application of triangular polypropylene fibres on soil subjected to freeze-thaw cycles. Indian Geotechnical Journal 44(3):351–356CrossRef Chaduvula U, Desai AK, Solanki CH (2014) Application of triangular polypropylene fibres on soil subjected to freeze-thaw cycles. Indian Geotechnical Journal 44(3):351–356CrossRef
Zurück zum Zitat Chai YF, Yu L, Xu XY (2012) Study on geogrids for improving slope stability in seasonal frost regions. Low Temperature Architecture Technology 12:94–96 Chai YF, Yu L, Xu XY (2012) Study on geogrids for improving slope stability in seasonal frost regions. Low Temperature Architecture Technology 12:94–96
Zurück zum Zitat Chamberlain EJ, Gow AJ (1979) Effect of freezing and thawing on the permeability and structure of soils. Dev Geotech Eng 26(13):73–92 Chamberlain EJ, Gow AJ (1979) Effect of freezing and thawing on the permeability and structure of soils. Dev Geotech Eng 26(13):73–92
Zurück zum Zitat Chamberlain EJ, Iskander I, Hunsiker SE (1990) Effect of freeze-thaw cycles on the permeability and macrostructure of soils. In: Proceedings of International Symposium on Frozen Soil Impacts on Agricultural Range and Forest Lands, pp 145–155 Chamberlain EJ, Iskander I, Hunsiker SE (1990) Effect of freeze-thaw cycles on the permeability and macrostructure of soils. In: Proceedings of International Symposium on Frozen Soil Impacts on Agricultural Range and Forest Lands, pp 145–155
Zurück zum Zitat Chang D, Liu JK, Li X (2015) Experimental study on yielding and strength properties of silty and under freezing-thawing cycles. Chin J Rock Mech Eng 34(8):1721–1728 Chang D, Liu JK, Li X (2015) Experimental study on yielding and strength properties of silty and under freezing-thawing cycles. Chin J Rock Mech Eng 34(8):1721–1728
Zurück zum Zitat Chen L, Guo RP, Li GX (1996) Study on prevention of frost heaving of reinforced soils. J Glaciol Geocryol 4:297–304 Chen L, Guo RP, Li GX (1996) Study on prevention of frost heaving of reinforced soils. J Glaciol Geocryol 4:297–304
Zurück zum Zitat Christ M, Kim YC, Park JB (2009) The influence of temperature and cycles on acoustic and mechanical properties of frozen soils. KSCE J Civ Eng 13(3):153–159CrossRef Christ M, Kim YC, Park JB (2009) The influence of temperature and cycles on acoustic and mechanical properties of frozen soils. KSCE J Civ Eng 13(3):153–159CrossRef
Zurück zum Zitat Chuilin YM, Yazynin OM (1988) Frozen soil macro and microstructure formation. In: 5th International Conference on Pemafrost, pp 320–323 Chuilin YM, Yazynin OM (1988) Frozen soil macro and microstructure formation. In: 5th International Conference on Pemafrost, pp 320–323
Zurück zum Zitat Ennio MP (2009) Soil-geosynthetic interaction: modeling and analysis. Geotext Geomembr 27:368–390CrossRef Ennio MP (2009) Soil-geosynthetic interaction: modeling and analysis. Geotext Geomembr 27:368–390CrossRef
Zurück zum Zitat Eskisar T, Altun S (2018) Strength development and post freeze-thaw behavior of kaolin reinforced with fibers. In: The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Fukuoka, vol 11, pp 2159–2163 Eskisar T, Altun S (2018) Strength development and post freeze-thaw behavior of kaolin reinforced with fibers. In: The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Fukuoka, vol 11, pp 2159–2163
Zurück zum Zitat Feng Y, He JX, Liu L et al (2008) Experimental study of the shear strength characteristics of fine-grained soil under freezing and thawing cycles. J Glaciol Geocryol 30:1013–1017 Feng Y, He JX, Liu L et al (2008) Experimental study of the shear strength characteristics of fine-grained soil under freezing and thawing cycles. J Glaciol Geocryol 30:1013–1017
Zurück zum Zitat Firoozi AA, Taha MR, Firoozi AA et al (2015) The influence of freeze-thaw cycles on unconfined compressive strength of clay soils treated with lime. Jurnal Teknologi 76(1):107–113CrossRef Firoozi AA, Taha MR, Firoozi AA et al (2015) The influence of freeze-thaw cycles on unconfined compressive strength of clay soils treated with lime. Jurnal Teknologi 76(1):107–113CrossRef
Zurück zum Zitat Fu W, Wang R (2010) Experimental study of electrical resistivity and deformation characteristics of saturated silty clay during repeated freeze-thaw cycles. Rock Soil Mech 31(3):769–774 Fu W, Wang R (2010) Experimental study of electrical resistivity and deformation characteristics of saturated silty clay during repeated freeze-thaw cycles. Rock Soil Mech 31(3):769–774
Zurück zum Zitat Gandahl R (1980) The damaging effects of frost action in roads, overview of types of damage and preventive measures[R]. VTI Report No.230. Swedish Road and Traffic Research Institute, Linkoping, pp 418–423 Gandahl R (1980) The damaging effects of frost action in roads, overview of types of damage and preventive measures[R]. VTI Report No.230. Swedish Road and Traffic Research Institute, Linkoping, pp 418–423
Zurück zum Zitat Ghazavi M, Roustaie M (2010) The influence of freeze-thaw cycles on the unconfined compressive strength of fiber- rein-forced clay. Cold Reg Sci Technol 61(2):125–131CrossRef Ghazavi M, Roustaie M (2010) The influence of freeze-thaw cycles on the unconfined compressive strength of fiber- rein-forced clay. Cold Reg Sci Technol 61(2):125–131CrossRef
Zurück zum Zitat Ghazavi M, Roustaie M (2013) Freeze-thaw performance of clayey soil reinforced with geotextile layer. Cold Reg Sci Technol 89:22–29CrossRef Ghazavi M, Roustaie M (2013) Freeze-thaw performance of clayey soil reinforced with geotextile layer. Cold Reg Sci Technol 89:22–29CrossRef
Zurück zum Zitat Güllü H, Fedakar HI (2017) Unconfined compressive strength and freeze-thaw resistance of sand modified with sludge ash and polypropylene fiber. Geomechanics and Engineering 13(1):25–41 Güllü H, Fedakar HI (2017) Unconfined compressive strength and freeze-thaw resistance of sand modified with sludge ash and polypropylene fiber. Geomechanics and Engineering 13(1):25–41
Zurück zum Zitat Güllü H, Khudir A (2014) Effect of freeze-thaw cycles on unconfined compressive strength of fine-grained soil treated with jute fiber, steel fiber and lime. Cold Reg Sci Technol 106-107:55–65CrossRef Güllü H, Khudir A (2014) Effect of freeze-thaw cycles on unconfined compressive strength of fine-grained soil treated with jute fiber, steel fiber and lime. Cold Reg Sci Technol 106-107:55–65CrossRef
Zurück zum Zitat Guzman EMBD, Stafford D, Alfaro MC et al (2018) Large-scale direct shear testing of compacted frozen soil under freezing and thawing conditions. Cold Reg Sci Technol 151:138–147CrossRef Guzman EMBD, Stafford D, Alfaro MC et al (2018) Large-scale direct shear testing of compacted frozen soil under freezing and thawing conditions. Cold Reg Sci Technol 151:138–147CrossRef
Zurück zum Zitat Hansson K, Lundin LC (2006) Equifinality and sensitivity in freezing and thawing simulations of laboratory and in situ data. Cold Reg Sci Technol 44(1):20–37CrossRef Hansson K, Lundin LC (2006) Equifinality and sensitivity in freezing and thawing simulations of laboratory and in situ data. Cold Reg Sci Technol 44(1):20–37CrossRef
Zurück zum Zitat Hao GJ (2017) Impact of moisture content on subgrade strength and mechanical response of pavement structure in seasonal frost zone. Highway 2:25–29 Hao GJ (2017) Impact of moisture content on subgrade strength and mechanical response of pavement structure in seasonal frost zone. Highway 2:25–29
Zurück zum Zitat Hu YZ, Shang ZF, He YL et al (2014) Experimental study on mechanical properties of clay soil in seasonal frozen soil area under freeze-thaw action. Engineering Construction 46(6):1–3 Hu YZ, Shang ZF, He YL et al (2014) Experimental study on mechanical properties of clay soil in seasonal frozen soil area under freeze-thaw action. Engineering Construction 46(6):1–3
Zurück zum Zitat Hu TF, Liu JK, Fan JH et al (2017) Experimental study on the effect of cyclic freezing-thawing on mechanical properties of silty clay with different degrees of compaction. Chin J Rock Mech Eng 36(6):1495–1503 Hu TF, Liu JK, Fan JH et al (2017) Experimental study on the effect of cyclic freezing-thawing on mechanical properties of silty clay with different degrees of compaction. Chin J Rock Mech Eng 36(6):1495–1503
Zurück zum Zitat James J, Karthickeyan S, Chidambaram S et al (2018) Effect of curing conditions and freeze-thaw cycles on the strength of an expansive soil stabilized with a combination of lime, jaggery, and gallnut powder. Advances in Civil Engineering 2018:1–9 James J, Karthickeyan S, Chidambaram S et al (2018) Effect of curing conditions and freeze-thaw cycles on the strength of an expansive soil stabilized with a combination of lime, jaggery, and gallnut powder. Advances in Civil Engineering 2018:1–9
Zurück zum Zitat Jamshidi R, Lake CB (2015) Hydraulic and strength performance of three cement-stabilized soils subjected to cycles of freezing and thawing. Can Geotech J 52(3):283–294CrossRef Jamshidi R, Lake CB (2015) Hydraulic and strength performance of three cement-stabilized soils subjected to cycles of freezing and thawing. Can Geotech J 52(3):283–294CrossRef
Zurück zum Zitat Johnson TC, Cole DM, Chamberlain EJ (1978) Influence of freezing and thawing on the resilient properties of a silt beneath an asphalt concrete pavement[R]. USA Cold Regions Research and Engineering Laboratory, CRREL Report, 78-23 Johnson TC, Cole DM, Chamberlain EJ (1978) Influence of freezing and thawing on the resilient properties of a silt beneath an asphalt concrete pavement[R]. USA Cold Regions Research and Engineering Laboratory, CRREL Report, 78-23
Zurück zum Zitat Kamei T, Ahmed A, Shibi T (2012) Effect of freeze–thaw cycles on durability and strength of very soft clay soil stabilized with recycled Bassanite. Cold Reg Sci Technol 82(8):124–129CrossRef Kamei T, Ahmed A, Shibi T (2012) Effect of freeze–thaw cycles on durability and strength of very soft clay soil stabilized with recycled Bassanite. Cold Reg Sci Technol 82(8):124–129CrossRef
Zurück zum Zitat Klaveren RWV, McCool DK (1998) Erodibility and critical shear of a previously frozen soil. Trans ASAE 41(5):1315–1321CrossRef Klaveren RWV, McCool DK (1998) Erodibility and critical shear of a previously frozen soil. Trans ASAE 41(5):1315–1321CrossRef
Zurück zum Zitat Kravchenko E, Liu JK, Niu WW et al (2018) Performance of clay soil reinforced with fibers subjected to freeze-thaw cycles. Cold Reg Sci Technol 153:18–24CrossRef Kravchenko E, Liu JK, Niu WW et al (2018) Performance of clay soil reinforced with fibers subjected to freeze-thaw cycles. Cold Reg Sci Technol 153:18–24CrossRef
Zurück zum Zitat Kværnø SH, Øygarden L (2006) The influence of freeze–thaw cycles and soil moisture on aggregate stability of three soils in Norway. Catena 67:175–182CrossRef Kværnø SH, Øygarden L (2006) The influence of freeze–thaw cycles and soil moisture on aggregate stability of three soils in Norway. Catena 67:175–182CrossRef
Zurück zum Zitat Lai YM, Zhang Y, Zhang SJ et al (2009) Experimental study of strength of frozen sandy soil under different water contents and temperatures. Rock Soil Mech 12:3665–3670 Lai YM, Zhang Y, Zhang SJ et al (2009) Experimental study of strength of frozen sandy soil under different water contents and temperatures. Rock Soil Mech 12:3665–3670
Zurück zum Zitat Li SQ, Gao LX, Chai SX (2012) Significance and interaction of factors on mechanical properties of frozen soil. Rock Soil Mech 33(4):1174–1177 Li SQ, Gao LX, Chai SX (2012) Significance and interaction of factors on mechanical properties of frozen soil. Rock Soil Mech 33(4):1174–1177
Zurück zum Zitat Li Z, Liu SH, Wang LJ et al (2013) Experimental study of frost heave and thawing settlement of soil bags under different freeze-thaw cycles. Rock Soil Mech 34(9):2541–2545 Li Z, Liu SH, Wang LJ et al (2013) Experimental study of frost heave and thawing settlement of soil bags under different freeze-thaw cycles. Rock Soil Mech 34(9):2541–2545
Zurück zum Zitat Lopes ML, Ladeira M (1996) Influence of the confinement, soil density and displacement rate on soil-geogrid interaction. Geotext Geomembr 14:543–554CrossRef Lopes ML, Ladeira M (1996) Influence of the confinement, soil density and displacement rate on soil-geogrid interaction. Geotext Geomembr 14:543–554CrossRef
Zurück zum Zitat Lu LC, Zhang Z, Feng WJ et al (2017) Research on variability of freezing-thawing cycle on basic physical and mechanics properties of clay minerals. Hydrogeology & Engineering Geology 44(4):118–123 Lu LC, Zhang Z, Feng WJ et al (2017) Research on variability of freezing-thawing cycle on basic physical and mechanics properties of clay minerals. Hydrogeology & Engineering Geology 44(4):118–123
Zurück zum Zitat Makusa G, Mácsik J, Holm G et al (2015) A laboratory test study on the effect of freeze-thaw cycling on strength and hydraulic conductivity of high water content stabilized dredged sediments. Can Geotech J 12:1–34 Makusa G, Mácsik J, Holm G et al (2015) A laboratory test study on the effect of freeze-thaw cycling on strength and hydraulic conductivity of high water content stabilized dredged sediments. Can Geotech J 12:1–34
Zurück zum Zitat Mao R, Wang CY (2010) Study on the influential factors of frozen soil shear strength of central south region. Safety and Environmental Engineering 17(5):102–105 Mao R, Wang CY (2010) Study on the influential factors of frozen soil shear strength of central south region. Safety and Environmental Engineering 17(5):102–105
Zurück zum Zitat Mao XS, Hou ZJ, Wang WN (2009) Experimental research on resilient modulus of remolded soil based on water content and freeze-thaw cycles. Chin J Rock Mech Eng 28:3585–3590 Mao XS, Hou ZJ, Wang WN (2009) Experimental research on resilient modulus of remolded soil based on water content and freeze-thaw cycles. Chin J Rock Mech Eng 28:3585–3590
Zurück zum Zitat Matsumura S, Miura S, Yokohama S et al (2015) Cyclic deformation-strength evaluation of compacted volcanic soil subjected to freeze–thaw sequence. Soils Found 55(1):86–98CrossRef Matsumura S, Miura S, Yokohama S et al (2015) Cyclic deformation-strength evaluation of compacted volcanic soil subjected to freeze–thaw sequence. Soils Found 55(1):86–98CrossRef
Zurück zum Zitat Miller RD (1978) Frost heaving in non-colloidal soils. In: Proceedings of 3rd International Conference on Permafrost. Research Council of Canada, Ottawa, pp 708–713 Miller RD (1978) Frost heaving in non-colloidal soils. In: Proceedings of 3rd International Conference on Permafrost. Research Council of Canada, Ottawa, pp 708–713
Zurück zum Zitat Nicola M, Domenico G (2006) A simple method to evaluate the pullout resistance of extruded geogrids embedded in a compacted granular soil. Geotext Geomembr 24:116–128CrossRef Nicola M, Domenico G (2006) A simple method to evaluate the pullout resistance of extruded geogrids embedded in a compacted granular soil. Geotext Geomembr 24:116–128CrossRef
Zurück zum Zitat Nixon JF, Morgenstern NR (1974) Thaw-consolidation tests on undisturbed fine-grained permafrost. Can Geotech J 11(1):202–214CrossRef Nixon JF, Morgenstern NR (1974) Thaw-consolidation tests on undisturbed fine-grained permafrost. Can Geotech J 11(1):202–214CrossRef
Zurück zum Zitat Orakoglu ME, Liu JK (2017) Effect of freeze-thaw cycles on triaxial strength properties of fiber-reinforced clayey soil. KSCE J Civ Eng 21(6):2128–2140CrossRef Orakoglu ME, Liu JK (2017) Effect of freeze-thaw cycles on triaxial strength properties of fiber-reinforced clayey soil. KSCE J Civ Eng 21(6):2128–2140CrossRef
Zurück zum Zitat Özgan E, Serin S, Ertürk S et al (2015) Effects of freezing and thawing cycles on the engineering properties of soils. Soil Mechanics and Foundation Engineering 52(2):95–99CrossRef Özgan E, Serin S, Ertürk S et al (2015) Effects of freezing and thawing cycles on the engineering properties of soils. Soil Mechanics and Foundation Engineering 52(2):95–99CrossRef
Zurück zum Zitat Qi JL, Ma W (2010) State-of-art of research on mechanical properties of frozen soils. Rock Soil Mech 31(1):133–143 Qi JL, Ma W (2010) State-of-art of research on mechanical properties of frozen soils. Rock Soil Mech 31(1):133–143
Zurück zum Zitat Roustaei M, Eslami A, Ghazavi M (2015) Effects of freeze–thaw cycles on a fiber reinforced fine grained soil in relation to geotechnical parameters. Cold Reg Sci Technol 120:127–137CrossRef Roustaei M, Eslami A, Ghazavi M (2015) Effects of freeze–thaw cycles on a fiber reinforced fine grained soil in relation to geotechnical parameters. Cold Reg Sci Technol 120:127–137CrossRef
Zurück zum Zitat Sayles FH (1974) Creep of frozen silt and clay[R]. USA Cold Regions Research and Engineering Laboratory. Technical Report Sayles FH (1974) Creep of frozen silt and clay[R]. USA Cold Regions Research and Engineering Laboratory. Technical Report
Zurück zum Zitat Shan W, Guo Y, Liu HJ (2009) Effect of freeze-thaw on strength and microstructure of silty clay. In: The 3rd international geotechnical symposium on geotechnical engineering for disaster prevention & reduction Shan W, Guo Y, Liu HJ (2009) Effect of freeze-thaw on strength and microstructure of silty clay. In: The 3rd international geotechnical symposium on geotechnical engineering for disaster prevention & reduction
Zurück zum Zitat Shang W, Liu HJ, Yang L et al (2008) Study of regularity of variation of water content in shallow layer of soil road cutting slopes in seasonally frozen-ground region. Rock Soil Mech 29:335–340 Shang W, Liu HJ, Yang L et al (2008) Study of regularity of variation of water content in shallow layer of soil road cutting slopes in seasonally frozen-ground region. Rock Soil Mech 29:335–340
Zurück zum Zitat Shibi T, Kamei T (2014) Effect of freeze–thaw cycles on the strength and physical properties of cement-stabilised soil containing recycled bassanite and coal ash. Cold Reg Sci Technol 106-107:36–45CrossRef Shibi T, Kamei T (2014) Effect of freeze–thaw cycles on the strength and physical properties of cement-stabilised soil containing recycled bassanite and coal ash. Cold Reg Sci Technol 106-107:36–45CrossRef
Zurück zum Zitat Song CX, Qi JL, Liu FY (2008) Influence of freeze-thaw on mechanical properties of Lanzhou loess. Rock Soil Mech 29(4):1077–1080 Song CX, Qi JL, Liu FY (2008) Influence of freeze-thaw on mechanical properties of Lanzhou loess. Rock Soil Mech 29(4):1077–1080
Zurück zum Zitat Steiner A, Vardon PV, Broere W (2018) The influence of freeze–thaw cycles on the shear strength of illite clay. Geotech Eng 171(1):16–27CrossRef Steiner A, Vardon PV, Broere W (2018) The influence of freeze–thaw cycles on the shear strength of illite clay. Geotech Eng 171(1):16–27CrossRef
Zurück zum Zitat Su Q, Tang DJ, Liu S (2008) Test on physic-mechanical properties of Qinghai-Tibet slope clay under freezing-thawing cycles. Chin J Rock Mech Eng 27(S1):2990–2994 Su Q, Tang DJ, Liu S (2008) Test on physic-mechanical properties of Qinghai-Tibet slope clay under freezing-thawing cycles. Chin J Rock Mech Eng 27(S1):2990–2994
Zurück zum Zitat Sun XL, Wang R, Hu MJ et al (2005) Triaxial strength and deformation properties of frozen silty clay under low confining pressure. Rock Soil Mech 26(10):1623–1627 Sun XL, Wang R, Hu MJ et al (2005) Triaxial strength and deformation properties of frozen silty clay under low confining pressure. Rock Soil Mech 26(10):1623–1627
Zurück zum Zitat Tang L, Cong SL, Geng L et al (2018) The effect of freeze-thaw cycling on the mechanical properties of expansive soils. Cold Reg Sci Technol 145:197–207CrossRef Tang L, Cong SL, Geng L et al (2018) The effect of freeze-thaw cycling on the mechanical properties of expansive soils. Cold Reg Sci Technol 145:197–207CrossRef
Zurück zum Zitat Tsytovich NA, Sumgin MI (1937) Principles of mechanics of frozen ground. In: US SIPRE Transl., vol 19, pp 106–107 Tsytovich NA, Sumgin MI (1937) Principles of mechanics of frozen ground. In: US SIPRE Transl., vol 19, pp 106–107
Zurück zum Zitat Uzer AU (2016) Evaluation of freezing-thawing cycles for foundation soil stabilization. Soil Mechanics and Foundation Engineering 53(3):202–209CrossRef Uzer AU (2016) Evaluation of freezing-thawing cycles for foundation soil stabilization. Soil Mechanics and Foundation Engineering 53(3):202–209CrossRef
Zurück zum Zitat Vermeer PA, Brinkgreve RBJ (1995) Finite element code for soil and rock analysis. Balkema, Rotterdam Vermeer PA, Brinkgreve RBJ (1995) Finite element code for soil and rock analysis. Balkema, Rotterdam
Zurück zum Zitat Viklander P (1998) Permeability and volume changes in till due to cyclic freeze/thaw. Can Geotech J 35(3):471–477CrossRef Viklander P (1998) Permeability and volume changes in till due to cyclic freeze/thaw. Can Geotech J 35(3):471–477CrossRef
Zurück zum Zitat Viran PAG, Binal A (2018) Effects of repeated freeze–thaw cycles on physico-mechanical properties of cohesive soils. Arab J Geosci 11(11):250–262CrossRef Viran PAG, Binal A (2018) Effects of repeated freeze–thaw cycles on physico-mechanical properties of cohesive soils. Arab J Geosci 11(11):250–262CrossRef
Zurück zum Zitat Wang DY, Ma W, Chang XX et al (2005) Physico-mechanical properties changes of Qinghai-Tibet clay due to cycle freezing and thawing. Chin J Rock Mech Eng 24:4313–4319 Wang DY, Ma W, Chang XX et al (2005) Physico-mechanical properties changes of Qinghai-Tibet clay due to cycle freezing and thawing. Chin J Rock Mech Eng 24:4313–4319
Zurück zum Zitat Wang XB, Yang P, Wang HB et al (2009) Experimental study on effects of freezing and thawing on mechanical properties of clay. Chin J Geotech Eng 31(11):1768–1772 Wang XB, Yang P, Wang HB et al (2009) Experimental study on effects of freezing and thawing on mechanical properties of clay. Chin J Geotech Eng 31(11):1768–1772
Zurück zum Zitat Wang EL, Zhong H, Sun JL et al (2010) Experimental study on reinforced retaining walls suffering freeze-thaw cycling. Chin J Geotech Eng 32(2):265–270 Wang EL, Zhong H, Sun JL et al (2010) Experimental study on reinforced retaining walls suffering freeze-thaw cycling. Chin J Geotech Eng 32(2):265–270
Zurück zum Zitat Wang J, Liu HB, Wu CL (2012) Influence of freeze-thaw cycles on elastic modulus of subgrade soil with different plasticity indices. Rock Soil Mech 33:3665–3668, 3688 Wang J, Liu HB, Wu CL (2012) Influence of freeze-thaw cycles on elastic modulus of subgrade soil with different plasticity indices. Rock Soil Mech 33:3665–3668, 3688
Zurück zum Zitat Wang P, Guo WJ, Li HF et al (2017) Effect analysis of freezing thawing cycles on physical and mechanical properties of soft soil. J Yangtze River Sci Res Inst 34:1–5 Wang P, Guo WJ, Li HF et al (2017) Effect analysis of freezing thawing cycles on physical and mechanical properties of soft soil. J Yangtze River Sci Res Inst 34:1–5
Zurück zum Zitat Xiao DH, Ma W, Zhao SP et al (2017) Research on pore water pressure and moisture content in soil subjected to freeze-thaw cycles and loading action by model test. Chin J Rock Mech Eng 36(4):977–986 Xiao DH, Ma W, Zhao SP et al (2017) Research on pore water pressure and moisture content in soil subjected to freeze-thaw cycles and loading action by model test. Chin J Rock Mech Eng 36(4):977–986
Zurück zum Zitat Xu XZ, Wang JC, Zhang LX (2001) Permafrost physics, vol 01. Science, Beijing Xu XZ, Wang JC, Zhang LX (2001) Permafrost physics, vol 01. Science, Beijing
Zurück zum Zitat Xu LR, Lu DW, Gu SF et al (2004) Experimental research on pull-out tests process-separation for reinforcement soil interface parameters selection. Rock Soil Mech 5(5):709–714 Xu LR, Lu DW, Gu SF et al (2004) Experimental research on pull-out tests process-separation for reinforcement soil interface parameters selection. Rock Soil Mech 5(5):709–714
Zurück zum Zitat Yan H, Liu JK, Wang TL (2013) Experimental research of influences of freeze-thaw on the mechanical properties of silty soil. J Beijing Jiaotong Univ 37(4):73–77 Yan H, Liu JK, Wang TL (2013) Experimental research of influences of freeze-thaw on the mechanical properties of silty soil. J Beijing Jiaotong Univ 37(4):73–77
Zurück zum Zitat Yang P, Zhang T (2002) The physical and the mechanical properties of original and frozen-thawed soil. J Glaciol Geocryol 24(5):665–667 Yang P, Zhang T (2002) The physical and the mechanical properties of original and frozen-thawed soil. J Glaciol Geocryol 24(5):665–667
Zurück zum Zitat Yang CS, He P, Cheng GD et al (2003) Testing study on influence of freezing and thawing on dry density and water content of soil. Chin J Rock Mech Eng 22(S2):2695–2699 Yang CS, He P, Cheng GD et al (2003) Testing study on influence of freezing and thawing on dry density and water content of soil. Chin J Rock Mech Eng 22(S2):2695–2699
Zurück zum Zitat Yao XL, Qi JL, Song CX (2008) Influence of freeze-thaw on engineering properties of Qingzang clay. J Glaciol Geocryol 30(1):165–169 Yao XL, Qi JL, Song CX (2008) Influence of freeze-thaw on engineering properties of Qingzang clay. J Glaciol Geocryol 30(1):165–169
Zurück zum Zitat Yong RN, Boonsinsuk P, Yin CWP (1985) Alternation of soil behavior after cyclic freezing and thawing. In: Proceedings of 4th international symposium on ground freezing. Balkema, Rotterdam, pp 187–195 Yong RN, Boonsinsuk P, Yin CWP (1985) Alternation of soil behavior after cyclic freezing and thawing. In: Proceedings of 4th international symposium on ground freezing. Balkema, Rotterdam, pp 187–195
Zurück zum Zitat Yu LL, Xu XY, Qiu MG et al (2010) Influence of freeze-thaw on shear strength properties of saturated silty clay. Rock Soil Mech 31(8):2448–2452 Yu LL, Xu XY, Qiu MG et al (2010) Influence of freeze-thaw on shear strength properties of saturated silty clay. Rock Soil Mech 31(8):2448–2452
Zurück zum Zitat Zaimoglu AS (2010) Freezing-thawing behavior of fine-grained soils reinforced with polypropylene fibers. Cold Reg Sci Technol 60:63–65CrossRef Zaimoglu AS (2010) Freezing-thawing behavior of fine-grained soils reinforced with polypropylene fibers. Cold Reg Sci Technol 60:63–65CrossRef
Zurück zum Zitat Zaimoğlu AS, Akbulut RK, Arasan S (2016) Effect of freeze-thaw cycles on strength behavior of compacted chicken quill-clay composite in undrained loading. J Nat Fibers 13(3):299–308CrossRef Zaimoğlu AS, Akbulut RK, Arasan S (2016) Effect of freeze-thaw cycles on strength behavior of compacted chicken quill-clay composite in undrained loading. J Nat Fibers 13(3):299–308CrossRef
Zurück zum Zitat Zaimoglu AS, Calik Y, Akbulut RK (2016) A study on freeze-thaw behavior of randomly distributed fiber-reinforced soil. Periodica Polytechnica Civil Engineering 60(1):3–9CrossRef Zaimoglu AS, Calik Y, Akbulut RK (2016) A study on freeze-thaw behavior of randomly distributed fiber-reinforced soil. Periodica Polytechnica Civil Engineering 60(1):3–9CrossRef
Zurück zum Zitat Zhang GS, Liang B, Liu DR (2007a) Influence of freeze-thaw cycles on soil compression parameters, frost heave and thawing. Geotech Eng 10(10):34–37 Zhang GS, Liang B, Liu DR (2007a) Influence of freeze-thaw cycles on soil compression parameters, frost heave and thawing. Geotech Eng 10(10):34–37
Zurück zum Zitat Zhang WH, Wang BT, Zhang FH et al (2007b) Test study on interaction characteristics between two-way geogrids and clay. Rock Soil Mech 28(5):1031–1034 Zhang WH, Wang BT, Zhang FH et al (2007b) Test study on interaction characteristics between two-way geogrids and clay. Rock Soil Mech 28(5):1031–1034
Zurück zum Zitat Zhang Z, Ma W, Qi JL (2013a) Structure evolution and mechanism of engineering properties change of soil under effect of freeze-thaw cycle. J Jilin Univ (Earth Sci Ed) 43:1904–1914 Zhang Z, Ma W, Qi JL (2013a) Structure evolution and mechanism of engineering properties change of soil under effect of freeze-thaw cycle. J Jilin Univ (Earth Sci Ed) 43:1904–1914
Zurück zum Zitat Zhang TW, Zhao YY, Zhang XC et al (2013b) Research on geogrid reinforced soil by triaxial test. Build Sci 29(3):64–69 Zhang TW, Zhao YY, Zhang XC et al (2013b) Research on geogrid reinforced soil by triaxial test. Build Sci 29(3):64–69
Zurück zum Zitat Zhang WJ, Wang ZQ, Song BY (2014a) Effect of freeze-thaw cycles on the engineering properties of silty clay. Railw Eng 7:121–123 Zhang WJ, Wang ZQ, Song BY (2014a) Effect of freeze-thaw cycles on the engineering properties of silty clay. Railw Eng 7:121–123
Zurück zum Zitat Zhang JF, Wang XQ, Zou WL et al (2014b) Experimental study on shear strength parameters and shear stiffness behavior of soil-geogrid interface. J Yangtze River Sci Res Inst 31(3):77–83 Zhang JF, Wang XQ, Zou WL et al (2014b) Experimental study on shear strength parameters and shear stiffness behavior of soil-geogrid interface. J Yangtze River Sci Res Inst 31(3):77–83
Zurück zum Zitat Zhang Y, Bing H, Yang CS (2015) Influences of freeze-thaw cycles on mechanical properties of silty clay based on SEM and MIP test. Chin J Rock Mech Eng 34:3597–3603 Zhang Y, Bing H, Yang CS (2015) Influences of freeze-thaw cycles on mechanical properties of silty clay based on SEM and MIP test. Chin J Rock Mech Eng 34:3597–3603
Zurück zum Zitat Zhao RF, Gao W, Mi YN et al (2014) Analysis of the geogrid reinforced clay embankment’s working performance after repeated freezing and thawing. J Glaciol Geocryol 36(6):1490–1495 Zhao RF, Gao W, Mi YN et al (2014) Analysis of the geogrid reinforced clay embankment’s working performance after repeated freezing and thawing. J Glaciol Geocryol 36(6):1490–1495
Metadaten
Titel
Factors effecting the freeze thaw process in soils and reduction in damage due to frosting with reinforcement: a review
verfasst von
Rongfei Zhao
Shuning Zhang
Wei Gao
Jin He
Jie Wang
Dan Jin
Bo Nan
Publikationsdatum
13.01.2019
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 7/2019
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-018-1430-3

Weitere Artikel der Ausgabe 7/2019

Bulletin of Engineering Geology and the Environment 7/2019 Zur Ausgabe