Badania gruntu w aparacie skrętnego ścinania RC/TS. Część 1

• Autorzy: Dyka, I. , Srokosz, P. E.

Warianty tytułu

EN

Soil testing in torsional shear apparatus RC/TS. Part 1

• Języki publikacji: PL

Abstrakty

PL

Charakterystyka badań gruntów w kolumnie rezonansowej (RC) oraz w aparacie skrętnego ścinania (TS). Teoretyczna analiza zjawisk zachodzących podczas badań. Aspekty rozwiązań matematycznych, których wyniki stosowane są w procedurze kalibracji urządzenia i interpretacji rejestrowanych pomiarów. Metodyka prowadzenia badań wraz z opisem aparatu będącego na wyposażeniu laboratorium Katedry Geotechniki i Budownictwa Drogowego Uniwersytetu Warmińsko-Mazurskiego w Olsztynie.

EN

The working principles of soil tests performed in resonant column (RC) and torsional shear apparatus (TS). The theoretical analysis of the phenomena occurring during the tests. The aspects of the mathematical solutions of which results are used in the calibration procedure and in the interpretation of recorded measurements. Research methodology and the description of the device which is located in the Chair of Geotechnics and Road Engineering at University of Warmia and Mazury in Olsztyn.

Słowa kluczowe

PL

geotechnika; badania geotechniczne

EN

geotechnics; geotechnics research

• Czasopismo: Inżynieria Morska i Geotechnika
• Rocznik: 2012
• Tom: nr 6
• Strony: 700-707
• Opis fizyczny: Bibliogr. 30 poz., rys.

Twórcy

autor

Dyka, I.

autor

Srokosz, P. E.

• Wydział Nauk Technicznych, Uniwersytet Warmińsko-Mazurski, Olsztyn

Bibliografia

• 1. Akbuluta S., Hasiloglub A.S., Pamukcu S.: Data generation for shear modulus and damping ratio in reinforced sands using adaptive neuro-fuzzy inference system. Soil Dynamics and Earthquake Engineering, 24, 2004, 805-814.
• 2. Anderson D.G., Stokoe K.H. II.: Shear modulus: A time dependent soil property. Dynamic Geotechnical Testing, ASTM STP654, 1978,66-90.
• 3. Atkinson J. H.: Non-linear soil stiffness in routine design. Geotechnique, 50 (5), 2000, 487-508.
• 4. Bai L.: Preloading Effects on Dynamic Sand Behavior by Resonant Column Tests. PhD thesis, Technischen Universität Berlin, 2011.
• 5. Birch F., Bancroft D.: Elasticity and internal friction in a long column of granite. Bull. Seismol. Soc. Amer. 28, 1938,243-254.
• 6. Bui M.T.: Influence of some particle characteristics on the small strain response of granular materials. University of Southampton Research Repository ePrints Soton, http://eprints.soton.ac.uk, 2009, 232.
• 7. Cabalar A.F.: Dynamic Properties of Various Plasticity Clays. EJGE, vol.14,2009,1-11.
• 8. Drnevich V. P.: Effects of strain history on the dynamic properties of sand. Ph.D. Thesis, University of Michigan, 1967.
• 9. Dyvik, R., Madshus, C.: Lab. measurements of Gmax using bender element. Proc. ASCE Convention on Advances in the Art of Testing Soils under Cyclic Conditions, 1985, 186-196.
• 10. Hardin B.O., Richart F. E. Jr.: Elastic wave velocities in granular soils, Journal of Soil Mechanics and Foundations Divisions. Proceedings of the American Society of Civil Engineers, Vol. 89, No. SMl, Feb., 1963,33-65.
• 11. Hardin B.O., Black W. L.: Sand stiffness under various triaxial stresses. Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, No. SM2, 1966,27-42.
• 12. Hardin B.O., Drnevich V. P., Wang J., Sams C.E.: Resonant column testing at pressures up to 3.5 MPa (500 psi). Dynamic Geotechnical Testing II, ASTM STP 1213, 1994,222-233.
• 13. Ishimoto, M. & Iida, K.: Determination of elastic constants by means of vibratio methods, part 1, young's modulus. Bulletin of Earthquake Research Institute, vol. XIV, 1936, 632-657.
• 14. Ishimoto, M. & Iida, K.: Determination of elastic constants by means of vibration methods, part 2, modulus of rigidity and poisson's ratio. Bulletin of Earthquake Research Institute, vol. XV, 1937,67-88.
• 15. Khan Z., Cascante G., El-Naggar H., Lai C.: Evaluation of first mode of vibration, base fixidity and frequency effects in resonant column testing. Proc. Geotechnical Conference GeoHalifax, Halifax, USA, 2009.
• 16. Khan Z., El-Naggar H., Cascante G.: Frequency dependent dynamic properties from resonant column and cyclic triaxial tests. Journal of the Franklin Institute, 348,2010, 1363-1376.
• 17. Khan Z., Moayerian S., Cascante G., Grabinsky M.: Evaluation of strain level and frequency effects on the dynamic properties of sand. Pan-Am CGS Geotechnical Conference, 2011.
• 18. Kiln D. S., Stokoe K. H.: Deformational Characteristics of Soils at Small to Medium Strains. Earthquake Geotechnical Engineering, Tokyo, Japan, 1995, 89-94.
• 19. Massarsch, K. R.: Deformation properties of fine-grained soils from seismic tests. Keynote lecture of International Conference on Site Characterization, ISC'2, 19 - 22 Sept. 2004, Porto.
• 20. Mayne P.W., Rix G.J.: Gmax-qc., Relationships for Clays. Geotechnical Testing Journal, 16(1) 1993, 54-60.
• 21. Moayerian S., Reipas L.K., Cascante G., Newson T.: Equipment effects on dynamic properties of soils in resonant column testing. Pan-Am CGS Geotechnical Conference, 2011.
• 22. Richart E. F. J., Hall J. R., Woods R. D.: Vibrations of soils and foundations. Theoretical and Applied Mechanics series. Prentice-Hall International Englewood Cliffs, New Jersey, 1970.
• 23. Sharma R. S., Bukkapatnam A. T.: An Investigation of Unsaturated Soil Stiffness. The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG)1-6 October, 2008, Goa, India.
• 24. Srokosz P.: Badania gruntu elementami bender. Inżynieria Morska i Geotechnika, 1/2012,29-38.
• 25. Tallavo F.J., Cascante G., Pandey M.D., Narasimhan S.: New methodology for dynamic soil characterization using the free-decay response in resonant column testing. Pan-Am CGS Geotechnical Conference, 2011.
• 26. Timoshenko S.P., Young D.H., Weaver W.: Vibration Problems in Engineering. 4th ed. John Willey and Sons, Inc., 1974.
• 27. Viggiani G., Atkinson J.H.: Interpretation of bender element tests, Geotechnique, 45 (1), 1995, 149-154.
• 28. Wang Y-H., Cascante G., Santamarina J.C.: Resonant Column Testing: The Inherent Counter EMF Effect. Geotechnical Testing Journal, 26 (3), 2003, 1-11.
• 29. BS 1377: Part 8: 1990 Soils for civil engineering purposes. Part 8. Shear strength tests (effective stress).
• 30. ASTM D40 15-92 Standard Test Methods for Modulus and Damping of Soils by the Resonant-Column Method.