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Effects of the friction reducer on the standard PENCEL pressuremeter cone tip in soft clays

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This study was performed to evaluate a standard method of PENCEL pressuremeter (PPMT) testing to allow engineers to more precisely carry out the standardized tests and to generate the p-y curves for analysis and design of deep foundations. Based on the results of a comprehensive testing program the evaluation indicates that the testing procedure is acceptable. A recommended interpretation and procedure are presented. The effects of adding a 1/16-inch friction reducer to the standard PENCEL cone tip used for clay soils were negligible. Dilatometer tests (DMT) were conducted for comparison with PPMT data. From PPMT data, which were reduced to graphs of pressure versus volume and pressure versus relative change in probe radius, soil parameters including the initial pressure, the initial moduli, the reload moduli, and the limit pressure of the clay were determined. The PPMT soil parameters from both types of cone tip show a good agreement with published values. Correlations were found between the PPMT and DMT results, which show consistency in the values of soil parameters. A comparison between PPMT and DMT p-y curves was made. The initial slope of the curve shows a good agreement for this comparison. The predicted DMT and PPMT ultimate loads are not similar, while the predicted PPMT and DMT deflections within the elastic range are identical. The PPMT is a suitable in-situ tool to duplicate the pile installation and to predict the resistance of laterally loaded soil for the purpose of analysis.
Wydawca
Rocznik
Strony
55--69
Opis fizyczny
Bibliogr. 11 poz.
Twórcy
autor
autor
  • Civil Engineering Department, Faculty of Sciences and Technology, University of Tebessa, Tebessa 12002, Algeria,, mfarid21@yahoo.com
Bibliografia
  • [1]ANDERSON J.B., TONSEND F.C., Validation of P–y Curves from Pressuremeter Tests at Pascagoula Mississippi, Proc. 11th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, 1999.
  • [2]BAGUELING F., JEZEQUEL J.F., SHIELDS D.H., The Pressuremeter and Foundation Engineering, 1st ed., trans., Tech Publications, Causthal, Germany, 1978.
  • [3]BERGARDO D.T., KHALEQUE A.M., Correlation of LLT Pressuremeter, Vane, and Dutch Cone Tests in Bangkok Marine Clay, Thailand, 2nd International Symposium on the Pressuremeter and its Marine Applications, ASTM, 1986, 339–353
  • [4]BRIAUD J.L., The Pressuremeter, A.A Balkema, Brookfield, Vermont, 1992.
  • [5]BRIAUD J.L., SHIELDS D.H., A special pressuremeter and pressuremeter test for pavement evaluation and design, Geotechnical Testing Journal, ASTM, 1979, 2, 3.
  • [6]COSENTINO J.P., KALAJIAN E., STANSIFER R., ANDERSON J.B., MESSAOUD F., KATTAMURI K., SUNDARAM S., MISILO T., COTTINGHAM M., Standardizing the Pressuremeter Test for Determining p–y Curves for Laterally Loaded Piles, FDOT Research Report, Contract BD 658, 2006.
  • [7]MARCHETTI S., In situ tests by flat dilatometer, ASCE Journal GED, 1980, 106(GT3), 299–321.
  • [8]MENARD L., ROUSSEAU J., L’evaluation des Tassements. Tendence Nouvelle, Sol–Soils, 1962, 1, 13–30.
  • [9]ROCTEST, Inc., PENCEL Pressuremeter Instruction Manual, Plattsburgh, N.Y., Roctest, Inc., 2005.
  • [10]SCHMERTMANN J.H., Guidelines for the Cone Penetration Test Performance and Design, Washington, D.C., U.S. Department of Transportation, Federal Highway Administration Report FHWA-TS- 78209, 1978.
  • [11]SCHMERTMANN J.H., HARTMANN J.P., BROWER P.R., Improved strain influence factor diagrams, Proceedings of the American Society of Civil Engineers, 1978, 104(GT8), 1131–1135.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPW8-0013-0041
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