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A New Method for the Estimation of Hydraulic Permeability, Coefficient of Consolidation, and Soil Fraction Based on the Dilatometer Tests (DMT)

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The main issue of the paper is the estimation of soil hydraulic permeability based on the DMT test. DMTA, DMTC and SASK methods performed in the Nielisz dam, Stegny and the SGGW Campus of the Warsaw University of Life Sciences sites are described. The article presents the implementation of the dilatometer Marchetti test (DMT) in the determination of soil fraction and effects of its occurrence in the subsoil, tested in the Nielisz dam located in the Wieprz river valley in the Lublin province, and in various sites in Warsaw (Stegny site and SGGW Campus of the Warsaw University of Life Sciences). In order to acquire the needed data, the flat dilatometer test (DMT) method was used. A direct and indirect pressure methodology of interpreting soil swelling was characterized in the article. The paper shows the possibilities of determining sand, silt and clay soil fractions based on po and p1 pressures from dilatometer tests (DMT) and the effective (σ’vo) and total (σvo) vertical in situ overburden stress. Additionally, the main advantage of this paper is the proposal of use of a new chart to determine hydraulic permeability and soil fraction, based on DMT tests.
Wydawca
Rocznik
Strony
212--222
Opis fizyczny
Bibliogr. 25 poz., tab., rys.
Twórcy
  • Faculty of Civil and Environmental Engineering, Warsaw University of Life Sciences - SGGW, Nowoursynowska 159 St., 02-776 Warsaw, Poland
Bibliografia
  • [1] Marchetti, S. (1980). In situ tests by flat dilatometer. Journal of Geotechnical and Geoenvironmental Engineering, 106(ASCE 15290).
  • [2] Lutenegger, A. J., & Kabir, M. G. (1988). Dilatometer C-reading to help determine stratigraphy. Proc. Int. Sym. on Penetration Testing ISOPT-1, Orlando, 1, 549–553.
  • [3] Młynarek, Z., Niedzielski, A., & Tschuschke, W. (1983, October). Variability of shear strength and physical parameters of peat. In Proceedings 7th Danube European Conference on Soil Mechanics and Foundation Engineering, Kiszyniów (pp. 93–98).
  • [4] Schmertmann, J. H. (1986). Suggested method for performing the flat dilatometer test. Geotechnical Testing Journal, 9(2), 93–101.
  • [5] Marchetti, S., & Totani, G. (1989). Ch evaluations from DMTA dissipation curves. In Proc. XII Int. Conf. on Soil Mechanics and Foundation Engineering (Vol. 1, pp. 281–286).
  • [6] Lechowicz, Z., & Rabarijoely, S. (2000). Dilatometer C-reading to help determine stratigraphy of organic subsoil. Annals of Warsaw Agricultural University. Land Reclamation, 29, 71–78.
  • [7] Bałachowski, L. (2008). Application des essais au dilatometre Marchetti en sites maritime et fluvial en Pologne. LCPC.
  • [8] Młynarek, Z., Wierzbicki, J., & Long, M. (2008, September). Factors affecting CPTU and DMT characteristics in organic soils. In Proc. of XIth Baltic Sea Geotechnical Conference (Vol. 1, pp. 407–417).
  • [9] Młynarek, Z., Wierzbicki, J., & Stefaniak, K. (2010, May). CPTU, DMT, SDMT results for organic and fluvial soils. In Proceedings 2nd International Symposium on Cone Penetration Testing (CPt’10). Omnipress, Huntington Beach, California (pp. 455–462).
  • [10] Młynarek, Z., Wierzbicki, J., & Wołyński, W. (2018). Use of functional cluster analysis of CPTU data for assessment of a subsoil rigidity. Studia Geotechnica et Mechanica, 40(2), 117–124.
  • [11] Long, M., Boylan, N., Powell, J., O'Connor, S., & Donohue, S. (2010). Characterisation of soils beneath flood embankments along the river Thames estuary. In 4th International Conference on Natural and Technical Problems of Environmental Engineering.
  • [12] Bihs, A., Long, M., Marchetti, D., & Ward, D. (2010, May). Interpretation of CPTU and SDMT in organic, Irish soils. In 2nd International Symposium on Cone Penetration Testing. Huntington Beach (Vol. 2, pp. 257–264).
  • [13] Mayne, P. W. (2016). Evaluating effective stress parameters and undrained shear strengths of soft-firm clays from CPT and DMT. Australian Geomechanics Journal, 51(4), 27–55.
  • [14] Zawrzykraj, P., Rydelek, P., & Bąkowska, A. (2017). Geo-engineering properties of Eemian peats from Radzymin (central Poland) in the light of static cone penetration and dilatometer tests. Engineering geology, 226, 290–300.
  • [15] Robertson, P. K., Campanella, R. G., Gillespie, D., & By, T. (1988). Excess pore pressures and the flat dilatometer test. Proc. ISOPT-1, Orlando, FL, 1, 567–576.
  • [16] Marchetti, S., & Totani, G. (1989). Ch evaluations from DMTA dissipation curves. In Proc. XII Int. Conf. on Soil Mechanics and Foundation Engineering (Vol. 1, pp. 281–286).
  • [17] Totani, G., Calabrese, M., Marchetti, S., & Monaco, P. (1997). Use of in-situ flat dilatometer (DMT) for ground characterization in the stability analysis of slopes. In XIV International Conference on Soil Mechanics and Foundation Engineering (Vol. 1, pp. 607–610). Balkema.
  • [18] Schnaid, F., Odebrecht, E., Sosnoski, J., & Robertson, P. K. (2016). Effects of test procedure on flat dilatometer test (DMT) results in intermediate soils. Canadian Geotechnical Journal, 53(8), 1270–1280.
  • [19] Gillespie, D., Robertson, P., & Campanella, R. (1988). Discussion of 'Consolidation After Undrained Piezocone Penetration. I: Prediction' by Mohsen M. Baligh and Jacques-Noel Levadoux (July 1986). Journal of Geotechnical Engineering, 114(1), 126–128.
  • [20] Campanella, R. G., & Robertson, P. K. (1991). Use and interpretation of a research dilatometer. Canadian Geotechnical Journal, 28(1), 113–126.
  • [21] Garbulewski, K., Żakowicz, S., Rabarijoely, S., & Łada, A. (2012). SASK method for testing hydraulic conductivity of soils by flat dilatometer (DMT). Studia Geotechnica et Mechanica, 34(3), 63–72.
  • [22] Interim Reports—Geotechnical Documentations for Design SGGW Campus Building (2000–2005); Department of Geotechnical Engineering, SGGW: Warsaw, Poland, 2000–2005. (In Polish).
  • [23] Sridharan, A., & Nagaraj, H. B. (2004). Coefficient of consolidation and its correlation with index properties of remolded soils. Geotechnical testing journal, 27(5), 469–474.
  • [24] Terzaghi, K., Peck, R. B., & Mesri, G. (1996). Soil mechanics in engineering practice. John Wiley & Sons.
  • [25] Rabarijoely, S. (2018). A New Approach to the Determination of Mineral and Organic Soil Types Based on Dilatometer Tests (DMT). Applied Sciences, 8(11), 2249.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d612d75e-67f8-47fb-b18b-09d0ed2153b8
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