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Effect of Time on Dynamic Shear Modulus of Selected Cohesive Soil of One Section of Express Way No. S2 in Warsaw

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Several researches published comprehensive reports on dynamic soil properties of cohesive soils, in which many of them outlined, i.e., key factors affecting the dynamic shear modulus. For cohesive soils, the modulus at small strains (γ < 10–3 %) is, first of all, a function of void ratio and effective confining stress. For clays, however, secondary time effects and clay mineralogy (fabric and structure) also appear to be important. The influence of confinement of laboratory-prepared as well as naturally deposited clays consists in an increase of shear modulus logarithmically as a function of time. In this paper, the effect of duration of the various confining pressures on dynamic shear modulus (G) of selected cohesive soils from Warsaw area was evaluated. Shear modulus was determined on the basis of resonant column tests, at low and high shearing strain amplitudes. It is shown that the calculated shear modulus is time-dependent; during approximately first 1000 minutes of consolidation, the moduli increased by almost 50%. Moreover, it is characterized by two phases: an initial one results from primary consolidation and a second one, which occurs after the end of primary consolidation, herein about 16-17 hours, and is called “long-term time effect”. This effect was found also for modulus at higher shearing strains (γ > 10–3 %, e.g., 3 × 10–3 %, 5 × 10–3 %, 8 × 10–3 %, 2 × 10–2 %).
Czasopismo
Rocznik
Strony
398--413
Opis fizyczny
Bibliogr. 21 poz., rys., tab., wykr.
Twórcy
autor
  • Faculty of Civil- and Environmental Engineering, Warsaw University of Life Sciences (SGGW), Warsaw, Poland
autor
  • Faculty of Civil- and Environmental Engineering, Warsaw University of Life Sciences (SGGW), Warsaw, Poland
  • Faculty of Civil- and Environmental Engineering, Warsaw University of Life Sciences (SGGW), Warsaw, Poland
Bibliografia
  • [1] Afifi, S.S., and F.E. Richart Jr. (1973), Stress-history effects on shear modulus of soils, Soils Found. 13, 1, 77-95, DOI: 10.3208/sandf1972.13.77.
  • [2] Anderson, D.G., and K.H. Stokoe II (1978), Shear modulus: A time-dependent soil property. In: Dynamic Geotechnical Testing, ASTM Special Tech. Publ. No. 654, American Society for Testing and Materials, Baltimore, 66-90.
  • [3] Anderson, D.G., and R.D. Woods (1976), Time-dependent increase in shear modulus of clay, J. Geotech. Eng. Div. ASCE 102, 5, 525-537.
  • [4] EN (1997), Eurocode 7: Geotechnical Design – General Rules, European Prestandard ENV.
  • [5] Gabryś, K., W. Sas, and A. Szymański (2013), Resonant column apparatus as a device for dynamic testing of cohesive soils, Prz. Nauk. Inż. Kształt. Środ. 59, 3-13 (in Polish).
  • [6] GDS (2010), The GDS Resonant Column System Handbook (Version 2.2.2010), Geotechnical Digital Systems Instruments Co., London.
  • [7] Howie, J.A., T. Shozen, and Y. P. Vaid (2002), Effect of ageing on stiffness of very loose sand, Can. Geotech. J. 39, 1, 149-156, DOI: 10.1139/T01-085.
  • [8] Jamiolkowski, M., and N. Manassero (1996), The role of in situ testing in geotechnical engineering – thoughts about the future. In: C. Craig (ed.), Advances in Site Investigation Practice, Thomas Telford Publ., London, 929-951.
  • [9] Khosravi, A., M. Ghayoomi, J. McCartney, and H.-Y. Ko (2010), Impact of effective stress on the dynamic shear modulus of unsaturated sand. In: D.O. Fratta, A.J. Puppala, and B. Muhunthan (eds.), Proc. GeoFlorida 2010: Advances in Analysis, Modelling & Design, American Society of Civil Engineers, 410-419, DOI: 10.1061/41095(365)38.
  • [10] Kokusho, T., Y. Yoshida, and Y. Esashi (1982), Dynamic properties of soft clay for wide strain range, Soils Found. 22, 4, 1-18, DOI: 10.3208/sandf1972.22.4_1.
  • [11] Lawrence, F.V. Jr. (1965), Ultrasonic shear wave velocities in sand and clay, Res. Rep. No. 23, Massachusetts Institute of Technology, Cambridge, USA.
  • [12] Markowska-Lech, K., M. Lech, M. Bajda, and A. Szymański (2013), Small strain stiffness in overconsolidated Pliocene clays, Ann. Warsaw Univ. Life Sci. SGGW 45, 2, 169-181, DOI: 10.2478/sggw-2013-0014.
  • [13] Mesri, G., T.W. Feng, and J.M. Benak (1990), Postdensification penetration resistance of clean sands, J. Geotech. Eng. 116, 7, 1095-1115, DOI:10.1061/(ASCE)0733-9410(1990)116:7(1095).
  • [14] Richart, F.E. Jr. (1962), Closure of “Foundation Vibrations”, Trans. ASCE 127, 1, 918-926.
  • [15] Sas, W., and K. Gabryś (2012), Laboratory measurement of shear stiffness in resonant column apparatus, Acta Sci. Pol. – Architectura 11, 4, 29-39.
  • [16] Sidorova, A.I., and E.A. Voznesensky (2010), Estimation of additional foundation settlements caused by dynamic loading in urban areas, Acta Geophys. 58, 1, 126-142, DOI: 10.2478/s11600-009-0040-7.
  • [17] Soga, K. (2005), Lecture 3: Time effects observed in granular materials, SocioEnvironmental Engineering, COE Hokkaido University, Hokkaido, Japan, http://www.eng.hokudai.ac.jp/COE-area/workshop/pdf/05feb_lec_soga3.pdf.
  • [18] Tezcan, S.S., Z. Ozdemir, and A. Keceli (2009), Seismic technique to determine the allowable bearing pressure for shallow foundations in soils and rocks, Acta Geophys. 57, 2, 400-412, DOI: 10.2478/s11600-008-0077-z.
  • [19] Vucetic, M., and R. Dobry (1991), Effect of soil plasticity on cyclic response, J. Geotech. Eng. ASCE 117, 1, 89-107, DOI: 10.1061/(ASCE)0733-9410 (1991)117:1(89).
  • [20] Zavoral, D. (1990), Dynamic properties of an undisturbed clay from resonant column tests, M.Sc. Thesis, Department of Civil Engineering, The University of British Columbia, Vancouver, Canada.
  • [21] Zhang, J., R.D. Andrus, and H. Juang (2005), Normalized shear modulus and material damping ratio relationships, J. Geotech. Geoenviron. Eng. ASCE 131, 4, 453-464, DOI: 10.1061/(ASCE)1090-0241(2005)131:4(453).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4d097d44-3b93-444c-b68f-b07b70eda440
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