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Tytuł artykułu

Evaluation of consolidation parameters in CL tests; theoretical and practical aspects

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Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents theoretical solutions of the consolidation problem with respect to the different conditions of continuous loading and its application. The author introduces modified consolidation parameters and dimensionless parameters characterizing the course of the consolidation process. Therefore it is possible to calculate the theoretical pore water pressure distribution for various loading procedures in continuous loading (CL) consolidation tests occurring in constant rate loading (CRL), constant rate of strain (CRS) or controlled gradient (CG) tests. The calculation results allow presentation of the attributes that differentate CL consolidation and classical incremental loading (IL) consolidation. A new method of calculation cv (coefficient of consolidation) is proposed using theoretical diagrams of porewater pressure distribution and results of laboratory measure ments during the CL test. A comparative analysis of the methods currently used for cv calculation and the new method is presented here. The cv values estimated by means of method referring only to the seepage factor of consolidation, are usually higher than those based on the strain course. Proper projection of the seep age factor of consolidation makes it possible to shorten the time of consolidation tests in accordance with results of many field observations. The methods described herein can be useful in studying physical conditions of sedimentation, glacial geology, early diagenetic process and applied geology.
Rocznik
Strony
397--397
Opis fizyczny
–410, bibliogr. 19 poz., tab., wykr.
Twórcy
autor
  • Faculty of Geology, Warsaw University, al. Żwirki i Wigury 93, PL-02-089 Warszawa, Poland
Bibliografia
  • ALMEIDAM. S. S., MARTINS I. S. and CARVALHO S. R. L. (1995) - Constant rate of strain consolidation of Singapore marine clay - discusion to paper: Lee K. et al., 1993. Geotechnique, 45 (2): 333-336.
  • ASTM D4186-89 Standard test method for one dimensional consolidation proporties of soils using controlled - strain loading. Am. Soc. Test. Mater., 1998.
  • BUTTERFIELD R. and EL-BAHEY M. E. (1995) - A simple non-linear finite-strain consolidation analysis. In: Compression and Consolidation of Clayey Soils (eds. H. Yoshikuni and O. Kusakabe). Balkema. Rotterdam.
  • DAVIS E. H. and RAYMOND G. P. (1965) -Anon-linear theory of consolidation. Geotechnique, 15 (2): 161-173.
  • DOBAK P. (1995) - Filtration factor in the consolidation process. Procc. XI European on Soil Mechanics and Foundations Division. Kobenhavn: 3.49-3.54
  • DOBAK P. (1999) - The role of filtration factor in uniaxial consolidation tests of soils (in Polish with English summary). Pol. Acad. Sc. Kraków: 1-225.
  • DOBAK P. (2000) - Kryteria zgodności badań IL oraz CL z teorią konsolodacji filtracyjnej. Mat. Sesji "Geotechnika w budownictwie i inżynierii środowiska". Gdańsk. Wyd. Politechniki Gdańskiej.
  • DOBAK P. (2003) - Loading velocity in consolidation analysis. Geol. Quart., 47 (1): 13-20.
  • DOBAK P. and KOWALCZYK S. (2008) - Consolidation parameters of Neogene green clays from Bełchatów - a study on CL test interpretation. Geologija, Suplement, 50: 520-525. Vilnius
  • DUNCAN J. M. (1993) - Limitations of conventional analysis of consolidation settlement. J. Geotech. Engin., 119 (9): 1333-1359.
  • FREDLUND D. G. and RAHARDJO H. (1993) - Soil mechanics for unsaturated soils. John Wiley and Sons, INC, New York.
  • GIBSON R. E., ENGLAND G. L. and HUSSEYM. J. L. (1967) - The theory of one-dimensional consolidation of saturated clays. Geotechnique, 17: 261-273.
  • GUDEHUS G. (1981) - Bodenmechanik. Enke Verlag. Stutgart
  • JANBU N., TOKHEIM O. and SENNESET K. (1981) - Consolidation Tests with Continuous Loading. Proc. 10th Int. Conf. On Soil Mechanics and Foundation Engineering. Stockholm, 1: 645-654.
  • LEE K., CHOA V., LEE S. H. and QUEK S. H. (1993) - Constant rate of strain consolidation of Singapore marine clay. Geotechnique, 43 (3): 471-488.
  • LOWE J., JONAS E. and OBRICIANS V. (1969) - Controlled gratient consolidation tests. J. Soil Mech. Foundat. Division, Proc. Am. Soc. Civil Engin., 95 (SM1): 77-97
  • SCHIFFMAN R. L., LADD C. C. and CHEN A. T. F. (1964) - The secondary consolidation of clays. Proc. Symp. Rheology Soil Mech., Grenoble: 273-298.
  • SMITH R. E. and WAHLS H. E. (1969) - Consolidation under constant rate of strain. J. Soil Mech. Foundat. Division, Proc. Am. Soc. Civil Engin., 95 (SM2): 519-539.
  • WISSAA. E. Z., CHRISTIAN J. T., DAVIS E. H. and HEIBERG S. (1971) - Consolidation at constant rate of strain. J. Soil Mech. Foundat. Division, Proc. Am. Soc. Civil Engin., 97(SM10): 1393-1412.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BUS6-0018-0041
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