Abstract
Deep soft soil of the Yangtze River floodplain in Nanjing has a special interlayer structure, which provides favorable conditions for the application of vacuum tube-well dewatering technology. This paper focuses on the design, construction and treatment effect of vacuum tube-well dewatering technology. The hydrological parameters and the hydraulic connections between the various layers of the site have been ascertained through two simple single-well multi-holes pumping tests. Moreover, the layout of vacuum tube wells and depressurization wells in a test site with 84 m length and 84 m width was designed based on the above parameters. Field tests of vacuum tube-well dewatering technology were conducted on the test site. And the changes in groundwater level, ground settlement and pore water pressure during the test was monitored. The CPTU test technology was used to quickly evaluate the engineering properties of the site before and after treatment. Finally, combined with the settlement monitoring data, the hyperbolic method was used to predict the final settlement. The results indicated that the consolidation efficiency of vacuum tube-well dewatering technology has obvious advantages. Implications of this study can provide a reference for the construction design of the site's ground improvement consolidation and other similar projects.
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References
Ahmad I, Tayyab M, Zaman M et al (2019) Finite-difference numerical simulation of dewatering system in a large deep foundation pit at Taunsa Barrage, Pakistan. Sustain Basel 11(3):694
Asaoka A (1978) Observational procedure of settlement prediction. Soils Found 18(4):87–101
Cai GJ, Liu SY, Tong LY et al (2009) Comparative study of modern digital multifunctional CPTU and china’s CPT tests. Chin J Rock Mech Eng 28(05):914–928
Cai G, Zou H, Liu S, Puppala AJ (2017) Random field characterization of CPTU soil behavior type index of Jiangsu quaternary soil deposits. Bull Eng Geol Environ 76(1):353–369
Cashman PM, Preene M (2020) Groundwater lowering in construction: a practical guide to dewatering. CRC Press
Chai JC, Carter JP, Miura N et al (2004) Coefficient of consolidation from piezocone dissipation test. In: Proc. of Int. Symposium on Lowland Technology, ISLT, pp 1–6
Chai JC, Carter JP, Hayashi S (2005) Ground deformation induced by vacuum consolidation. J Geotech Geoenviron 131(12):1552–1561
China Geological Survey Bureau (2013) The hydrogeology manual of China, 2nd edn. Geological Publishing House, Beijing
Ding J, Wan X, Zhang C et al (2019) Case study: ground improvement of Yangtze river floodplain soils with combined vacuum and surcharge preloading method. Int J Geomech 19(12):05019008.1-05019008.13
Han J (2015) Principles and practice of ground improvement. Wiley, New Jersey
Huang F (2014). Mechanism research of vacuum tube dewatering method. Doctor Thesis of China University of Geosciences, Beijing (in Chinese)
Indraratna B, Redana IW (2000) Numerical modeling of vertical drains with smear and well resistance installed in soft clay. Can Geotech J 37(1):132–145
Indraratna B, Sathananthan I, Rujikiatkamjorn C et al (2005) Analytical and numerical modeling of soft soil stabilized by prefabricated vertical drains incorporating vacuum preloading. Int J Geomech 5(2):114–124
Indraratna B, Rujikiatkamjorn C, Ameratunga J, Boyle P (2011) Performance and prediction of vacuum combined surcharge consolidation at Port of Brisbane. J Geotech Geoenviron Eng 137(11):1009–1018
Indraratna B (2010) Recent advances in the application of vertical drains and vacuum preloading in soft soil stabilisation. Aust Geomech J 45(2)
Iqbal J, Thomasson JA, Jenkins JN et al (2005) Spatial variability analysis of soil physical properties of alluvial soils. Soil Sci Soc Am J 69(4):1338–1350
Jia XX, Nie QK, Wang YH et al (2014) Analysis and numerical simulation of vacuum well point dewatering test. Rock Soil Mech 35(2):607–618
Lei H, Lu H, Liu J et al (2017) Experimental study of the clogging of dredger fills under vacuum preloading. Int J Geomech 17(12):04017117
Liu HL, Zhao MH (2016) Review of ground improvement technical and its application in China. Chin Civil Eng J 049(001):96–115
Liu J, Luo Y, Zhang GX et al (2009) Experimental research on saturated mucky foundation treatment with well-point dewatering combined with dynamic compaction method. Chin J Rock Mech Eng 28(11):2222–2227
Luo Z, Zhang Y, Wu Y (2008) Finite element numerical simulation of three-dimensional seepage control for deep foundation pit dewatering. J Hydrodyn 20(5):596–602
Mayne PW, Kulhawy FH (1990) Direct and indirect determinations of in situ k sub 0 in clays. Transp Res Rec (1278)
Ministry of Housing and Urban-Rural Development of China (2016) Technical code for groundwater control in building and municipal engineering. China Architecture Publishing, Beijing
Ministry of Transport of China (2009) Technical specification for vacuum preloading technique to improve soft soils. China Communications Press, Beijing
Nie QK, Wang YH, Bai B et al (2014) Field tests comparative study of vacuum well-point dewatering under a single well-point or a single row well-point. Rock Soil Mech 35(2):481–489
Pan XM (2009) Application research of vacuum tube-well compound dewatering technology. Master Thesis of China University of Geosciences, Beijing (in chinese)
Rujikiatkamjorn C, Indraratna B (2007) Analytical solutions and design curves for vacuum-assisted consolidation with both vertical and horizontal drainage. Can Geotech J 44(2):188–200
Sargent DW, Beckie RD, Smith G (1998) Design and performance of deep well dewatering: a case study. Can Geotech J 35(1):81–95
Shen SL, Xu YS (2011) Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai. Can Geotech J 48(9):1378–1392
Shi XS, Herle IMWD, Muir Wood D (2018) A consolidation model for lumpy composite soils in open-pit mining. Géotechnique 68(3):189–204
Sridharan A, Rao AS (1981) Rectangular hyperbola fitting method for one dimensional consolidation. Int J Rock Mech Min Sci Geomech Abstr 4(4):161–168
Wang J, Cai Y, Ma J et al (2016) Improved vacuum preloading method for consolidation of dredged clay-slurry fill. J Geotech Geoenviron 142(11):06016012
Wang J, Ni J, Cai Y et al (2017) Combination of vacuum preloading and lime treatment for improvement of dredged fill. Eng Geol 227:149–158
Wu YX, Shen SL, Yuan DJ (2016) Characteristics of dewatering induced drawdown curve under blocking effect of retaining wall in aquifer. J Hydrol 539:554–566
Wu J, Xuan Y, Deng Y et al (2021) Combined vacuum and surcharge preloading method to improve lianyungang soft marine clay for embankment widening project: a case. Geotext Geomembr 49:452–465
Xia J, Huang GL, Yan SB (2006) Behavior and engineering implications of recent floodplain soft soil along lower reaches of the Yangtze River in Western Nanjing, China. Eng Geol 87(1–2):48–59
Xie WQ, Cai GJ, Wang R et al (2019) Prediction of the undrained shear strength of clay from CPTu data using artificial neural network. China Civil Eng J 2019(S2):35–41
Zeng GX, Wang TR, Gu YZ (1981) Some aspects of sand-drained ground. In: Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, vol 1, pp 835–838
Zhang DD (2017) Study on dewatering and decompression technology of deep soft soil foundation pit. Doctor Thesis of Shanghai Jiao Tong University, Shanghai (in Chinese)
Acknowledgements
Many Thanks to Professor Guangyin Du for his suggestions to the analysis and discussion of this paper. Great thanks also go to the editorial board and the reviewers of this paper.
Funding
This study was financially supported by the National Natural Science Foundation of China (51878158) and the Science and Technology Guidance Project of Jiangu Housing and Urban–Rural Development Department in China (2020ZD001203).
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Zeng, B., Zhen, Y., Zhang, D. et al. A case study of vacuum tube-well dewatering technology for improving deep soft soil in Yangtze River floodplain. Environ Earth Sci 80, 598 (2021). https://doi.org/10.1007/s12665-021-09878-y
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DOI: https://doi.org/10.1007/s12665-021-09878-y