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The numerical calculations of influence of underpinning on foundations settlement

Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents numerical calculations of the influence of implementation technology for underpinning the footing on settlement, with the use of finite element method. Three cases of underpinning methods were taken for calculations, depending on the diameter of the jet grouting column and the order of works. The intensity of settlement of the base of the footing foundation is significantly influenced by the growth of Young’s modulus and the jet grouting column with time, until its complete curing and reaching final technological parameters.
Wydawca
Rocznik
Strony
47--64
Opis fizyczny
Bibliogr. 18 poz., tab., rys.
Twórcy
autor
  • Department of Theory of Structures and Agricultural Building Engineering, Poznań University of Life Sciences, Piątkowska 94, 61-691 Poznań, Poland
  • Intitute of Civil Engineering, Wrocław University of Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
  • Department of Geotechnics, Poznań University of Life Sciences, Piątkowska 94, 61-691 Poznań, Poland
autor
  • Department of Hydraulic Engineering, Poznań University of Life Sciences, Piątkowska 94, 61-691 Poznań, Poland
  • Department of Hydraulic Engineering, Poznań University of Life Sciences, Piątkowska 94, 61-691 Poznań, Poland
Bibliografia
  • [1] ASGARI ALI, OLIAEI MOHAMMAD, BAGHERI MOHSEN, Numerical simulation of improvement of a liquefiable soil layer using stone column and pile-pinning techniques. Original Research Article, Soil Dynamics and Earthquake Engineering, 2013, Vol. 51, 77–96.
  • [2] BORGES J.L., DOMINGUES T.S., CARDOSO A.S., Embankments on soft soil reinforced with stone columns: numerical analysis and proposal of a new design method, Geotech. Geol. Eng. 2009, 27(6), 667–679.
  • [3] BORGES JOSÉ LEITÃO, MARQUES DANIELA OLIVEIRA, Geosynthetic-reinforced and jet grout columnsupported embankments on soft soils. Numerical analysis and parametric study, Computers and Geotechnics, 2011, 38, 883–896
  • [4] BUKOWSKI M., RYMSZA B., Obliczanie technologicznych osiadań fundamentu przy wzmacnianiu podłoża iniekcją strumieniową, Zeszyty Naukowe Politechniki Śląskiej, Seria: Budownictwo, 2003, [Calculation of the technological subsidence of foundations in improving the ground of jet grouting, Scientific Papers of Silesian University of Technology, Series: Construction, 2003].
  • [5] BZÓWKA J., Identyfikacja parametryczna pala wykonanego techniką wysokociśnieniowej iniekcji strumieniowej, Inżynieria Morska i Geotechnika, 2003, nr 3–4, 123–126, 2003 [Parametric identification of a test column made with high-pressure jet grouting technique, Marine Civil Engineering and Geotechnics, 2003, No. 3–4, 123–126].
  • [6] BZÓWKA J., Interaction of jet grouting columns with subsoil, Monograph. Publisher University of Technology in Gliwice, Gliwice 2009.
  • [7] CHERNYAKOV A.V., Application of jet grouting during foundation reinforcement and reconstruction of historic buildings on land occupied by the state museum and reservation “Tsaritsyno”, Soil Mechanics and Foundation Engineering by Springer-Verlag, 2011, Vol. 48, Issue 5, 177–181.
  • [8] COULTER S., MARTIN C.D., Effect of jet-grouting on surface settlements above the Aeschertunnel, Switzerland, Elsevier: Tunnelling and Underground Space Technology, 2006, 21, 542–553.
  • [9] MALININ A., GLADKOV I., MALININ D., Experimental Research of Jet-Grouting Parameters in Different Soil Conditions, Deep and Underground Excavations, 2010, 49–54.
  • [10] MŁYNAREK Z., WIERZBICKI J., STEFANIAK K., Deformation characteristics of overconsolidated subsoil from CPTU and SDMT tests, [in:] Geotechnical and Geophysical Site Characterization 4, R.Q. Coutinho, P.W. Mayne (eds.), Proc. of 4th International Conference on Geotechnical and Geophisical Site Investigations, Porto de Galinhas, Brazil, Taylor & Francis Group, London, ISBN 978–0–415–62136–6 2012, 1189–1193.
  • [11] MODONI G., BZÓWKA J., Analysis of Foundations Reinforced with Jet Grouting, Journal of Geotechnical and Geoenvironmental Engineering, 2012, Vol. 138, No. 12, 1442–1454. DOI: http: //dx.doi.org/10.1061/(ASCE)GT.1943–5606.0000718).
  • [12] MODONI G., BZÓWKA J., PIECZYRAK J., (2010), Experimental investigations and numerical modelling on the axial loading of jet grouting columns, Architecture Civil Engineering Environment Journal (ACEE), Silesian University of Technology, 2010, ISSN 1899–0142 (code E201327), 1–10.
  • [13] RAWICKI Z., ŻMUDZIŃSKI Z., Ocena właściwości tworzywa gruntowo-cementowego wysokociśnieniowych pali iniekcyjnych, I Problemowa Konferencja Geotechniki – Współpraca budowli z podłożem gruntowym – Białystok–Wigry, 1998, 373–380, 1998 [Evaluation of the properties of soil–cement mixture of high–pressure jet grouting columns, The first Problems Geotechnical Conference – Interaction of buildings with subsoil – Białystok–Wigry, 1998, 373–380].
  • [14] SHEN SHUI–LONG, ZHI–FENG WANG, SUKSUN HORPIBULSUK, YONG–HYUN KIM, Jet grouting with a newly developed technology, The Twin–Jet method Engineering Geology, 2013, 152, 87–95.
  • [15] TOPOLNICKI M., Podchwytywanie i podnoszenie obiektów budowlanych za pomocą kontrolowanych iniekcji geotechnicznych, XXV Konferencja Naukowo-Techniczna “Awarie budowlane 2011”, Międzyzdroje 2011, 175–200 [Underpinning and buildings improving by controlled geotechnical injections, XXV Scientific and Technical Conference “Building Failures 2011”, Międzyzdroje 2011, 175–200].
  • [16] VOOTTIPRUEXA PANICH, SUKSAWAT TAWEEPHONG, BERGADO D.T., JAMSAWANG PITTHAYA, Numerical simulations and parametric study of SDCM and DCM piles under full scale axial and lateral loads, Computers and Geotechnics, 2011, 38, 318–329.
  • [17] WANIK K., BZÓWKA J., Przykłady zastosowania techniki iniekcji strumieniowej w pracach geoinżynieryjnych, Budownictwo i Inżynieria Środowiska, 2013, 4, 321–329.
  • [18] ZIELIŃSKA K., BZÓWKA J., Analiza porównawcza osiadań kolumn formowanych w gruncie, Inżynieria i Budownictwo, 2012, nr 10, 535–536 [Comparative analysis of subsidence formed in the soil column, Engineering and Construction, 2012, No. 10, 535–536].
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-35224ec6-4e39-43e0-affd-95708cd4183c
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