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The Perfect Ménard Pressuremeter Curve

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Języki publikacji
EN
Abstrakty
EN
As it is commonly known, to obtain a good quality Ménard Pressuremeter Test a perfectly drilled borehole (pocket) is required. It should be of proper size, only slightly greater than the diameter of the pressuremeter probe, and its walls should remain undisturbed. Unsatisfactory shapes of pressuremeter curves result usually from a poor quality drilling. Typical examples of such curves are given in all handbooks dealing with pressuremeters. They correspond to situations when the tested cavity is too large, too mall or its walls are collapsed. There is, however, plenty of room between the pressure and volume axes. An infinite number of various curves can run through this field and only one of them is really the proper one. An interpreter should be able to evaluate the quality of any curve obtained, estimate the source, the direction and the approximate scale of error and finally to draw conclusions on how to improve the drilling technique to avoid or minimize any future errors. To be able to do that, one needs to understand how the perfect curve should look. The present paper is a study on shapes of pressuremeter curves based on the author's 25years' experience.
Rocznik
Strony
387--402
Opis fizyczny
Bibliogr. 10 poz., il., tab.
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autor
Bibliografia
  • Amar S., Clarke B. G. F., Gambin M. P., Orr T. L. L. (1991), The Application of Pressuremeter Test Results to Foundation Design in Europe, A-state-of-the-art Report by ISSMFE European Technical Committee on Pressuremeters, Part I: Predrilled Pressuremeters and Self-Boring Pressuremeters, Balkema, Rotterdam.
  • Baguelin F., J´ez´equel J. F., Shields D. H. (1978), The Pressuremeter and Foundation Engineering, Trans Tech Publications, Clausthal, Germany.
  • Clarke B. G. (1995), Pressuremeters in Geotechnical Design, Blackie Academic & Professional, London.
  • Clarke B. G., Gambin M. P. (1998), Pressuremeter Testing in Onshore Ground Investigations, A report by the ISSMGE Committee 16, Int. Conf. on Site Characterization, Atlanta.
  • Gambin M. (1995), Reasons for the Success of M´enard Pressuremeter, 4th Int. Sym. on Pressuremeters, Sherbrooke, Canada.
  • Ménard L. (1975), Interpretation and Application of Pressuremeter Test Results to Foundation Design, Sols Soils, No. 26.
  • Tarnawski M. (1983),Working with Pressuremeter. A typed manual, GEOTEK OY files, Helsinki, Finland.
  • Tarnawski M. (1985), Błędy w Badaniach Presjometrycznych (Errors in Pressuremeter Tests), Przegląd Geologiczny (Geological Review), No. 1, 38–41, Warsaw, Poland (in Polish).
  • Tarnawski M. (1998), Doświadczenia “Geoprojektu Szczecin” w Stosowaniu Presjometru w Badaniach Inżyniersko-Geologicznych (The Experience of “Geoprojekt Szczecin” in the Use of Pressuremeter in Geological – Engineering Investigations), Współczesne Problemy Geologii Inżynierskiej w Polsce, II Ogólnopolskie Seminarium (Contemporary Problems of Engineering Geology in Poland, 2nd all-Polish Seminar), Kiekrz near Poznan, Poland, 97–105 (in Polish).
  • Tarnawski M. (2003), Shapes of Ménard Pressuremeter Curves, Proceedings of the 13th Regional
  • African Conference of Soil Mechanics and Geotechnical Engineering: “The Involvement of Geotechnical Engineering in Infrastructure Development in Africa” Marrakech, Morocco, December 8–11, 183–190.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT3-0014-0026
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