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Erschienen in: Environmental Earth Sciences 21/2016

01.11.2016 | Original Article

Changes of backfill soil of tower foundation in the permafrost regions with warm ice-rich frozen soil on the Qinghai–Tibet Plateau

verfasst von: Junfeng Wang, Kun Jia, Rashid Rafique, Lei Guo, Qihao Yu, Yongyu Yue, Chang Yuan

Erschienen in: Environmental Earth Sciences | Ausgabe 21/2016

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Abstract

In permafrost regions with warm ice-rich frozen soil, the changes in backfill soil of the cast-in-place bulb pile and the precast footing are studied over 2 years. The study results show that the freezing period is longer, but the thawing period is shorter for the backfill soil compared with those at the natural control sites. Depths of permafrost table at the backfill sites decrease apparently. The freeze–thaw actions accelerate the improvement of backfill soil, especially in the middle and upper layers. The increasing rates of backfill soil compactness at 3.0 m (middle layer) and at 5.0 m (bottom layer) are the fastest (39.2 and 13.1%) and the slowest (3.4 and 1.1%), respectively. The freeze–thaw actions also improve the backfill soil moisture, especially at the bottom layer. Soil temperature, compactness and moisture are found to be the most important factors affecting the freezing intensity of backfill soil. The improvement of soil compactness and moisture contributes to enhancing the freezing intensity of backfill soil, which benefits the stability of tower foundations. The cast-in-place bulb pile, with the backfill soil characteristics of lower temperature, shorter thawed period, longer frozen period, shallower permafrost table and greater frozen intensity, is more suitable for the warm ice-rich frozen soil.

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Literatur
Zurück zum Zitat Cheng GD, Lai YM, Sun ZZ, Jiang F (2007) On the “Thermal Diode” function of crushed rock layer. J Glaciol Geocryol 29(1):1–7 Cheng GD, Lai YM, Sun ZZ, Jiang F (2007) On the “Thermal Diode” function of crushed rock layer. J Glaciol Geocryol 29(1):1–7
Zurück zum Zitat Cheng YF, Ding SJ, Lu XL, Tan R (2012) Monitoring and analysis of coarse-grained frozen soil temperature in Qinghai–Tibet DC transmission line engineering. Chin J Rock Mech Eng 31(11):2363–2371 Cheng YF, Ding SJ, Lu XL, Tan R (2012) Monitoring and analysis of coarse-grained frozen soil temperature in Qinghai–Tibet DC transmission line engineering. Chin J Rock Mech Eng 31(11):2363–2371
Zurück zum Zitat Fang LL, Qi JL, Ma W (2012) Freeze-thaw induced changes in soil structure and its relationship with variations in strength. J Glaciol Geocryol 34(2):435–440 Fang LL, Qi JL, Ma W (2012) Freeze-thaw induced changes in soil structure and its relationship with variations in strength. J Glaciol Geocryol 34(2):435–440
Zurück zum Zitat Gao Q, Liu ZH, Li X, Li JH (2009) Permeability characteristics of rock and soil aggregate of backfilling open-pit and particle element numerical analysis. Chin J Rock Mech Eng 28(11):2342–2348 Gao Q, Liu ZH, Li X, Li JH (2009) Permeability characteristics of rock and soil aggregate of backfilling open-pit and particle element numerical analysis. Chin J Rock Mech Eng 28(11):2342–2348
Zurück zum Zitat Ghoreishi-Madiseh SA, Hassani F, Mohammadian A, Abbasy F (2011) Numerical modeling of thawing in frozen rocks of underground mines caused by backfilling. Int J Rock Mech Min Sci 48:1068–1076CrossRef Ghoreishi-Madiseh SA, Hassani F, Mohammadian A, Abbasy F (2011) Numerical modeling of thawing in frozen rocks of underground mines caused by backfilling. Int J Rock Mech Min Sci 48:1068–1076CrossRef
Zurück zum Zitat He P, Cheng GD, Yang CS, Zhao SP (2002) Analysis of strength of unsaturated frozen soil. J Glaciol Geocryol 24(3):260–263 He P, Cheng GD, Yang CS, Zhao SP (2002) Analysis of strength of unsaturated frozen soil. J Glaciol Geocryol 24(3):260–263
Zurück zum Zitat Kodama J, Goto T, Fujii Y, Hagan P (2013) The effects of water content, temperature and loading rate on strength and failure process of frozen rocks. Int J Rock Mech Min Sci 62:1–13 Kodama J, Goto T, Fujii Y, Hagan P (2013) The effects of water content, temperature and loading rate on strength and failure process of frozen rocks. Int J Rock Mech Min Sci 62:1–13
Zurück zum Zitat Li GY, Li N, Kang JM (2007) Study on cooling mechanism of embankment with crushed-stone side-slope along Qinghai-Tibet railway in permafrost region. Chin J Rock Mech Eng 26(Supp. 1):3161–3169 Li GY, Li N, Kang JM (2007) Study on cooling mechanism of embankment with crushed-stone side-slope along Qinghai-Tibet railway in permafrost region. Chin J Rock Mech Eng 26(Supp. 1):3161–3169
Zurück zum Zitat Li MM, Niu YH, Li XM, Mu QS, Wang JH (2014) A model of unsaturated warm frozen soil with low water content. J Glaciol Geocryol 36(4):886–894 Li MM, Niu YH, Li XM, Mu QS, Wang JH (2014) A model of unsaturated warm frozen soil with low water content. J Glaciol Geocryol 36(4):886–894
Zurück zum Zitat Li GY, Yu QH, Ma W, Mu YH, Li XB, Chen ZY (2015) Laboratory testing on heat transfer of frozen soil blocks used as backfills of pile foundation in permafrost along Qinghai-Tibet electrical transmission line. Arab J Geosci 8(5):2527–2535CrossRef Li GY, Yu QH, Ma W, Mu YH, Li XB, Chen ZY (2015) Laboratory testing on heat transfer of frozen soil blocks used as backfills of pile foundation in permafrost along Qinghai-Tibet electrical transmission line. Arab J Geosci 8(5):2527–2535CrossRef
Zurück zum Zitat Liu SW, Zhang JM (2012) Review on physic-mechanical properties of warm frozen soil. J Glaciol Geocryol 34(1):120–129 Liu SW, Zhang JM (2012) Review on physic-mechanical properties of warm frozen soil. J Glaciol Geocryol 34(1):120–129
Zurück zum Zitat Luo DL, Jin HJ, Lv LZ, Wu QB (2014) Spatiotemporal characteristics of freezing and thawing of the active layer in the source areas of the Yellow River (SAYR). Chin Sci Bull 59(14):1327–1336 Luo DL, Jin HJ, Lv LZ, Wu QB (2014) Spatiotemporal characteristics of freezing and thawing of the active layer in the source areas of the Yellow River (SAYR). Chin Sci Bull 59(14):1327–1336
Zurück zum Zitat Ni WK, Shi HQ (2014) Influence of freezing-thawing cycles on micro-structure and shear strength of loess. J Glaciol Geocryol 36(4):922–927 Ni WK, Shi HQ (2014) Influence of freezing-thawing cycles on micro-structure and shear strength of loess. J Glaciol Geocryol 36(4):922–927
Zurück zum Zitat Nield DA, Bejan A (1999) Convection in Porous Media. Springer, New York, pp 175–177CrossRef Nield DA, Bejan A (1999) Convection in Porous Media. Springer, New York, pp 175–177CrossRef
Zurück zum Zitat Niu FJ, Lin ZJ, Lu JH, Liu H (2011) Study of the influencing factors of roadbed settlement in embankment-bridge transition section along Qinghai-Tibet Railway. Rock Soil Mech 32(2):372–377 Niu FJ, Lin ZJ, Lu JH, Liu H (2011) Study of the influencing factors of roadbed settlement in embankment-bridge transition section along Qinghai-Tibet Railway. Rock Soil Mech 32(2):372–377
Zurück zum Zitat Pan WD, Yu SS, Jia HF, Liu DK (2002) Variation of the ground temperature field in permafrost regions along the Qinghai-Tibetan railway. J Glaciol Geocryol 24(6):774–779 Pan WD, Yu SS, Jia HF, Liu DK (2002) Variation of the ground temperature field in permafrost regions along the Qinghai-Tibetan railway. J Glaciol Geocryol 24(6):774–779
Zurück zum Zitat Qi JL, Cheng GD, Vermeer PA (2005) State of the art of influence of freeze-thaw on engineering properties of soils. Adv Earth Sci 20(8):887–894 Qi JL, Cheng GD, Vermeer PA (2005) State of the art of influence of freeze-thaw on engineering properties of soils. Adv Earth Sci 20(8):887–894
Zurück zum Zitat Rafique R, Kumar S, Luo YQ, Kiely G, Asrar G (2015) An algorithmic calibration approach to identify globally optimal parameters for constraining the DayCent model. Ecol Model 297:196–200CrossRef Rafique R, Kumar S, Luo YQ, Kiely G, Asrar G (2015) An algorithmic calibration approach to identify globally optimal parameters for constraining the DayCent model. Ecol Model 297:196–200CrossRef
Zurück zum Zitat Ruan GF, Zhang JM, Mu YH (2013) Experimental research on borehole refreezing in permafrost on Qinghai-Tibet Plateau. J Kunming Univ Sci Technol (Nat Sci Ed) 38(4):23–26 Ruan GF, Zhang JM, Mu YH (2013) Experimental research on borehole refreezing in permafrost on Qinghai-Tibet Plateau. J Kunming Univ Sci Technol (Nat Sci Ed) 38(4):23–26
Zurück zum Zitat The Ministry of Construction of the People’s Republic of China and the General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China (2002) Code for Investigation of Geotechnical Engineering (GB50021-2009). China Architecture & Building Press, Beijing The Ministry of Construction of the People’s Republic of China and the General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China (2002) Code for Investigation of Geotechnical Engineering (GB50021-2009). China Architecture & Building Press, Beijing
Zurück zum Zitat The State Quality Supervision Bureau and the Ministry of Construction of the People’s Republic of China (1999) Standard for soil test method (GB/T 50123-1999). China Planning Press, Beijing The State Quality Supervision Bureau and the Ministry of Construction of the People’s Republic of China (1999) Standard for soil test method (GB/T 50123-1999). China Planning Press, Beijing
Zurück zum Zitat Tsytovich NA (1985) The mechanics of Frozen Ground (translated by Zhang CQ, Zhu YL). Science Press, Beijing Tsytovich NA (1985) The mechanics of Frozen Ground (translated by Zhang CQ, Zhu YL). Science Press, Beijing
Zurück zum Zitat Wang TL, Bu JQ, Wang Y, Xu L, Yan H (2014) Thaw subsidence properties of soils under repeated freeze–thaw cycles. Chin J Geotech Eng 36(4):625–632 Wang TL, Bu JQ, Wang Y, Xu L, Yan H (2014) Thaw subsidence properties of soils under repeated freeze–thaw cycles. Chin J Geotech Eng 36(4):625–632
Zurück zum Zitat Yang CS, Ma W, Niu FJ, Zhao SP (2007) Progress and consideration in research on the engineering mechanics problems of frozen soil. J Eng Geol 15((Suppl.)):79–83 Yang CS, Ma W, Niu FJ, Zhao SP (2007) Progress and consideration in research on the engineering mechanics problems of frozen soil. J Eng Geol 15((Suppl.)):79–83
Zurück zum Zitat Yang ZH, Still B, Ge XX (2015) Mechanical properties of seasonally frozen and permafrost soils at high strain rate. Cold Reg Sci Technol 113:12–19CrossRef Yang ZH, Still B, Ge XX (2015) Mechanical properties of seasonally frozen and permafrost soils at high strain rate. Cold Reg Sci Technol 113:12–19CrossRef
Zurück zum Zitat Zhang ZQ, Wu QB (2012) Predicting changes of active layer thickness on the Qinghai-Tibet Plateau as climate warming. J Glaciol Geocryol 34(3):505–511 Zhang ZQ, Wu QB (2012) Predicting changes of active layer thickness on the Qinghai-Tibet Plateau as climate warming. J Glaciol Geocryol 34(3):505–511
Zurück zum Zitat Zhang YS, Pu JC, Ohta T (1994) Analysis of characteristics of evaporation in center of Tibetan Plateau. J Glaciol Geocryol 16(2):166–172 Zhang YS, Pu JC, Ohta T (1994) Analysis of characteristics of evaporation in center of Tibetan Plateau. J Glaciol Geocryol 16(2):166–172
Zurück zum Zitat Zhang YB, Yin MY, Chen G, Zhang Y, Mu GC (1997) A discussion on assessment method for foundation loading capacity of shallow residual soil on granite. J Eng Geol 5(3):251–256 Zhang YB, Yin MY, Chen G, Zhang Y, Mu GC (1997) A discussion on assessment method for foundation loading capacity of shallow residual soil on granite. J Eng Geol 5(3):251–256
Zurück zum Zitat Zhang J, Li DL, He JM, Wang XY (2007) Influence of terrain on precipitation distribution in Qingzang tableland in wet and dry years. Adv Water Sci 18(3):319–326 Zhang J, Li DL, He JM, Wang XY (2007) Influence of terrain on precipitation distribution in Qingzang tableland in wet and dry years. Adv Water Sci 18(3):319–326
Zurück zum Zitat Zhang LH, Jin JJ, Ding L, Dai YQ (2010) The study of relations between strength and percent moisture content and density of an earth mass with high percent moisture content. Yunnan Water Power 26(2):42–44 Zhang LH, Jin JJ, Ding L, Dai YQ (2010) The study of relations between strength and percent moisture content and density of an earth mass with high percent moisture content. Yunnan Water Power 26(2):42–44
Metadaten
Titel
Changes of backfill soil of tower foundation in the permafrost regions with warm ice-rich frozen soil on the Qinghai–Tibet Plateau
verfasst von
Junfeng Wang
Kun Jia
Rashid Rafique
Lei Guo
Qihao Yu
Yongyu Yue
Chang Yuan
Publikationsdatum
01.11.2016
Verlag
Springer Berlin Heidelberg
Erschienen in
Environmental Earth Sciences / Ausgabe 21/2016
Print ISSN: 1866-6280
Elektronische ISSN: 1866-6299
DOI
https://doi.org/10.1007/s12665-016-6223-z

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