PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Sample disturbance - soft clays

Identyfikatory
Warianty tytułu
Konferencja
Proceedings of the 2nd International Workshop on " Interpretation of in situ tests and sample disturbance of clays"
Języki publikacji
EN
Abstrakty
EN
This paper reviews the causes of sample disturbance and its impact on laboratory measured design parameters for soft clays. It is the most significant issue affecting the quality and reliability of laboratory test data. All key design parameters such as compressibility, yield stress and undrained shear strength are adversely influenced by sample disturbance. Each stage of the sampling process, from initiation of drilling to final preparation of laboratory test specimens, causes potential disturbance to samples and is described in the paper. Several practical solutions are presented, which if properly implemented can reduce the degree of sample disturbance. These include the use of weighted drilling mud, special tube sample geometry, fixed piston samplers, and proper sealing and handling of samples. Qualitative and quantitative methods of assessing sample quality are also presented together with examples from case studies.
Słowa kluczowe
Wydawca
Rocznik
Strony
91--105
Opis fizyczny
Bibliogr. 25 poz.
Twórcy
autor
  • Department of Civil and Environmental Engineering, University of Massachusetts Amherst, Amherst, MA, 01003, USA
  • Department of Civil and Environmental Engineering, University of Massachusetts Amherst, Amherst, MA, 01003, USA
autor
  • Department of Civil and Environmental Engineering, University of Massachusetts Amherst, Amherst, MA, 01003, USA
Bibliografia
  • [1] ANDRESEN A., KOLSTAD P., The NGI 54-mm samplers for undisturbed sampling of clays and representative sampling of coarser materials, Proc. of the Int. Conference on Soil Sampling, Singapore, 1979, 1–9.
  • [2] BALIGH M.M., AZZOUZ A.S., CHIN, C.T., Disturbances due to ideal tube sampling, ASCE J of Geotech. Eng., 1987, 113(7), 739–757.
  • [3] CLAYTON C.R.I., SIDDIQUE A., HOPPER R.J., Effects of sampler design on tube sampling disturbance – Numerical and analytical investigations, Géotechnique, 1998, 48(6), 847–867.
  • [4] DEGROOT D.J., LUNNE T., SHEAHAN T.C., RYAN R.M., Experience with downhole block sampling in clays with conventional drilling equipment, Proc. 12th Panamerican Conf. on Soil Mechanics and Geotech., Eng., MIT, 2003, Vol. 1, 521–526.
  • [5] HERMANN S., JENSEN T.G., CPTU kombinert med blokkprøvetaking ga kostnadsbesparende løsninger for Nykirke kryssingsspor (CPTU combined with block sampling resulted in cost-saving solutions at Nykirke railway link), Geoteknikkdagen, 2000, Oslo, 32.1–32.23.
  • [6] HIGHT D.W., Sampling effects in soft clay: An update on Ladd and Lambe (1963), Soil Behavior and Soft Ground Construction, 2003, ASCE GSP 119, MIT, 86–122.
  • [7] HIGHT D.W., BÖESE R., BUTCHER A.P., CLAYTON C.R.I., SMITH P.R., Disturbance of the Bothkennar Clay prior to laboratory testing, Géotechnique, 1992, 42(2), 199–217.
  • [8] HVORSLEV M.J., Subsurface Exploration and Sampling of Soils for Civil Engineering Purposes, Waterways Experiment Station, U.S. Army Corps of Engineers, Vicksburg, 1949.
  • [9] KENNEY T.C., Sea-level movements and the geologic histories of the post-glacial marine soils at Boston, Nicolet, Ottawa and Oslo, Geotechnique, 1964, 14(3), 203–230.
  • [10] LACASSE S., BERRE T., State-of-the-Art: Triaxial testing methods for soils, Advanced Triaxial Testing of Soil and Rock, 1988, ASTM STP 977, 264–289.
  • [11] LACASSE S., BERRE T., LEFEBVRE G., Block sampling of sensitive clays, Proc. 11th Int. Conf. on Soil Mech. and Found. Eng., 1985, San Francisco, 2, 887–892.
  • [12] LADD C.C., Stability evaluation during stage construction, J. of Geotech. Engrg., 1991, 117(4), 540–615.
  • [13] LADD C.C., DEGROOT D.J., Recommended practice for soft ground site charaterization: Arthur Casagrande Lecture, Proc. 12th Panamerican Conf. on Soil Mechanics and Geotech. Eng., MIT, 2003, Vol. 1, 3–57.
  • [14] LADD C.C., LAMBE T.W., The strength of undisturbed clay determined from undrained tests, Symp. on Laboratory Shear Testing of Soils, ASTM, 1963, 342–371.
  • [15] LADD C.C., YOUNG G.A., KRAEMER S.R., BURKE D.M., Engineering properties of Boston Blue Clay from special testing program, Special Geotechnical Testing: Central Artery/Tunnel Project in Boston, Massachusetts, ASCE GSP 91, 1999, 1–24.
  • [16] LANDON M.M., DEGROOT D.J., JAKUBOWSKI J., Comparison of shear wave velocity measured in situ and on block samples of a marine clay, Proc. of the 57th Canadian Geotechnical Conference, Quebec, 2004, in press.
  • [17] LA ROCHELLE P., LEROUEIL S., TAVENAS F., Technique for long-term storage of clay samples, Can. Geotech. J., 1986, 23(4), 602–605.
  • [18] LA ROCHELLE P., SARRAIH J., TAVENAS F., ROY M., LEROUEIL S., Causes of sampling disturbance and design of a new sampler for sensitive soils, Can. Geotech. J., 1981, 18(1), 52–66.
  • [19] LEFEBVRE G., POULIN C., A new method of sampling in sensitive clay, Can. Geotech. J., 1979, 16(1), 226–233.
  • [20] LUNNE T., BERRE T., STRANDVIK S., Sample disturbance effects in soft low plasticity Norwegian clay, Proc. of Conference on Recent Developments in Soil and Pavement Mechanics, Rio de Janeiro, 1997, 81–102.
  • [21] MITCHELL T.J., DEGROOT D.J., LUTENEGGER A.J., ERNST H., MCGRATH V., Comparison of CPTU and laboratory soil parameters for bridge foundation design on fine grained soils: a case study in Massachusetts, Transportation Research Record, 1999, No. 1675, 24–31.
  • [22] POIRIER S.E., DEGROOT D.J., SHEAHAN T.J., Measurement of suction in a marine clay as an indicator of sample disturbance, Proc. GeoFrontiers Conference, ASCE, Austin, 2005, TX, in press.
  • [23] SHIBUYA S., MITACHI T., HWANG S.C., Case studies of in situ structure of natural sedimentary clays, Soils and Foundations, 2000, 40(3), 87–100.
  • [24] TANAKA H., Sample quality of cohesive soils: lessons from three sites, Ariake, Bothkennar and Drammen, Soils and Foundations, 2000, 40(4), 57–74.
  • [25] TERZAGHI K., PECK R.B., MESRI G., Soil Mechanics in Engineering Practice, John Wiley and Sons, New York, 1996.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT6-0008-0013
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.