Uneingeschränkter Zugang

Triaxial Tests On Weak Cohesive Soils – Some Practical Remarks (Part 1)


Zitieren

Terzaghi K., Peck R.B., Mesri G.; Soil Mechanics in Engineering Practice. New York, John Wiley & Sons, 1996 Search in Google Scholar

Muir Wood D.; Soil behaviour and critical state soil mechanics. New York, Cambridge University Press, 199010.1017/CBO9781139878272 Search in Google Scholar

Kuwano J., Katagiri M.; Recent state of laboratory stress-strain tests on geomaterials in Japan, in Advanced Laboratory Stress-Strain Testing of Geomaterials, A.A. Balkema Publishers, Tokyo, 2001; p.47-5210.1201/9781315136776-4 Search in Google Scholar

Lipiński M.; Kryteria wyznaczania parametrów geotechnicznych (Criteria for determination of geotechnical parameters). Warszawa, Wydawnictwo SGGW, 2013 (in Polish) Search in Google Scholar

Jastrzębska M., Łupieżowiec M.; The effect of the rate on the cyclic strains in the cohesive soils in the light of theoretical and laboratory tests Proc. 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, 2005; p.807-810 Search in Google Scholar

Jastrzębska M.; The external and internal measurement effect on shear modulus distribution within cyclic small strains in triaxal studies on cohesive soil. Proc. International Conference on Experimental Mechanics ICEM14 Poitiers, France, EDP Sciences, 2010; p.1-810.1051/epjconf/20100622014 Search in Google Scholar

Jastrzębska M.; Badania zachowania się gruntów spoistych poddanych obciążeniom cyklicznym w zakresie małych odkształceń (Investigations of the behaviour of cohesive soils subject to cyclic loads in the area of small deformations). Zeszyty Naukowe Politechniki Śląskiej, Gliwice, Poland, Wydawnictwo Politechniki Śląskiej, 2010; p.216 (in Polish) Search in Google Scholar

Kowalska M.; Identyfikacja parametryczna modeli gruntów w zagadnieniach geotechniki (Parametric identification of soil models in geotechnical problems), PhD thesis, Department of Geotechnics, Silesian University of Technology, Gliwice, 2009 (in Polish) Search in Google Scholar

Kowalska M.; Influence of loading history and boundary conditions on parameters of soil constitutive models. Studia Geotechnica et Mechanica, Vol.34, No.1, 2012; p.15-3410.1515/sgem-2017-0020 Search in Google Scholar

Cotecchia F., Chandler R.J.; The influence of structure on the pre-failure behaviour of a natural clay. Geotechnique, Vol.47, No.3, 1997; p.523-54410.1680/geot.1997.47.3.523 Search in Google Scholar

Fearon R.E., Coop M.R.; Reconstitution: what makes an appropriate reference material? Geotechnique, Vol.50, No.4, 2000; p.471-47710.1680/geot.2000.50.4.471 Search in Google Scholar

Sukolrat J.; Structure and destructuration of Bothkennar clay, PhD thesis, Department of Civil Engineering, University of Bristol, Bristol, 2007 Search in Google Scholar

Coop M.; The influence of geology/geological history on the mechanics of soils – Keynote lecture. Proc. 4th International Workshop of Young Doctors in Geomechanics, Paris, 2012 Search in Google Scholar

Leroueil S., Vaughan P.R.; The general and congruent effects of structure in natural soils and weak rocks. Geotechnique, Vol.40, No.3, 1990; p.467-48810.1680/geot.1990.40.3.467 Search in Google Scholar

Raymond G., Towsend D., Lojkasek M.; The Effect of Sampling on the Undrained Soil Properties of a Leda Soil. Canadian Geotechnical Journal, Vol.8, No.4, 1971; p.546-55710.1139/t71-056 Search in Google Scholar

Lunne T., Berre T., Strandvik S.; Sample disturbance effects in soft low plasticity Norwegian clay. Proc. Conference on Recent Developments in Soil and Pavement Mechanics, Rio de Janeiro, 1997; p.81-102 Search in Google Scholar

DeGroot D. J., Poirier S. E., Landon M. M.; Sample disturbance – soft clays. Studia Geotechnica et Mechanica, Vol.XXVII, No.3-4, 2005; p.91-105 Search in Google Scholar

Chantawong S.; Probabilistic Definition of Soil Strength from Different Types of Samplers, M. Eng. thesis, Asian Institute of Technology, Bangkok, 1973 Search in Google Scholar

Hvorslev M.J.; Subsurface Exploration and Sampling of Soils for Civil Engineering Purposes, US Army Engineer Waterways Experiment Station, Vicksburg, MS, 1949 Search in Google Scholar

Hight D.W., Boese R., Butcher A.P., Clayton C.R.I., Smith P.R.; Disturbance of Bothkennar clay prior to laboratory testing. Geotechnique, Vol.42, No.2, 1992; p.199-21710.1680/geot.1992.42.2.199 Search in Google Scholar

Hight D.W., Leroueil S.; Characterisation of soils for engineering purposes. Proc. Int. Workshop on Characterisation and Engineering Properties of Natural Soils, Singapore, A.A. Balkema Publishers, 2002; p.255-360 Search in Google Scholar

Blivet J.C.; Prelevements pour essais de laboratoire: procedures (Performance of laboratory tests: procedures). Seminar proceedings., Paris, 2003 (in French) Search in Google Scholar

Ladd C.C., DeGroot D.J.; Recommended practice for soft ground site characterization: Arthur Casagrande lecture. Proc. 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, MIT, 2003; p.3-57 Search in Google Scholar

Ladd C.C., Lambe T.W.; The Strength of “Undisturbed” Clay Determined from Undrained Tests. Proc. Symposium on Laboratory Shear Testing of Soils, Ottawa, Canada, American Society for Testing and Materials, 1963; p.342-37110.1520/STP30011S Search in Google Scholar

Gilbert P.A.; Effect of sampling disturbance on laboratory-measured soil properties, Department of the Army. Waterways Experiment Station, US Army Corps of Engineers., Vicksburg, MS, 1992 Search in Google Scholar

Baldi G., Height D.W., Thomas G.E.; A reevaluation of Conventional Triaxial Test Methods, in Advanced Triaxial Testing of Soil and Rock. Vol.ASTM STP 977, R.T. Donaghe, R.C. Chaney, and M.L. Silver, Editors, American Society for Testing and Materials, Louisville, Kentucky, 1988; p.219-26310.1520/STP29080S Search in Google Scholar

La Rochelle P., Sarrailh J., Tavenas F., Leroueil S.; Causes of Sampling Disturbances and Design of a New Sampler for Sensitive Soils. Canadian Geotechnical Journal, Vol.18, No.1, 1981; p.52-6610.1139/t81-006 Search in Google Scholar

Lefebvre G., Poulin C.; A new method of sampling in sensitive clay. Canadian Geotechnical Journal, Vol.16, No.1, 1979; p.226-23310.1139/t79-019 Search in Google Scholar

Lacasse S., Berre T.; Triaxial testing methods for soils, in Advanced Triaxial Testing of Soil and Rock. Vol.ASTM STP 977, R.T. Donaghe, R.C. Chaney, and M.L. Silver, Editors, American Society for Testing and Materials, Philadelphia, 1988; p.264-289 Search in Google Scholar

Zabielska-Adamska K., Pisarczyk S.; Wytrzymałość na ścinanie zagęszczonej mieszaniny popiołowo – żużlowej (Shear strength of fly ash – slag mixture). Proc. XLVIII Konferencja Naukowa KILiW PAN i KN PZiTB, Opole–Krynica, 2002; p.305-312 (in Polish) Search in Google Scholar

Zabielska-Adamska K.; Popiół lotny jako materiał do budowy warstw uszczelniających (Fly ash as a material for constructing sealing layers). Białystok, Wydawnictwo Politechniki Białostockiej, 2006 (in Polish) Search in Google Scholar

Jastrzębska M.; Kalibrowanie i weryfikacja jednopowierzchniowego sprężysto-plastycznego modelu gruntu o silnie nieliniowym wzmocnieniu anizotropowym (Calibration and verification of a single surface elasto-plasic model for soil with strongly nonlinear anisotropic hardening law), PhD thesis, Department of Geotechnics, Silesian University of Technology, Gliwice, 2002 (in Polish) Search in Google Scholar

Burland J.B.; On the compressibility and shear strength of natural clays. Geotechnique, Vol.40, No.3, 1990; p.329-37810.1680/geot.1990.40.3.329 Search in Google Scholar

Leroueil S., Tavenas F., Locat J.; Discussion: Correlations between index tests and the properties of remoulded clays. (W.D. Carrier III and J.F. Beckman). Geotechnique, Vol.35, No.2, 1985; p.223-22610.1680/geot.1985.35.2.223 Search in Google Scholar

Valls Marquez M., Chapman D.N., Ghataora G.S.; Preparation of stiff overconsolidated clay samples for study of soil deformations around tunnels. Proc. 10th IAEG International Congress on Engineering geology for tomorrow’s cities, Nottingham, United Kingdom, 2006; paper No.311 Search in Google Scholar

Casagrande A.; The determination of the pre-consolidation load and its practical significance. Proc. First International Conference on Soil Mechanics and Foundation Engineering, Cambridge, MA, 1936; p.60-64 Search in Google Scholar

Okada T., Tani K., Ootsu H., Toyooka Y., Hosono T., Tsujino T., Kimura H., Naya T., Kaneko S.; Development of in-situ triaxial test for rock masses. International Journal of the JCRM, Vol.2, No.1, 2006; p.7-12 Search in Google Scholar

Reiffsteck P., Borel S.; Proposition d’une nouvelle technique d’essai en place: l’appareil triaxial in situ (Proposal of a new technique for in-situ tests: triaxial apparatus in situ). Proc. Symposium international Identification et détermination des paramètres des sols et des roches pour les calculs géotechniques PARAM 2002, Paris, Presses de l’ENPC / LCPC, 2002; p.295-302 (in French) Search in Google Scholar

Nguyen Pham P.T.; Etude en place et au laboratoire du comportement en petites déformations des sols argileux naturels (In situ and laboratory study of natural clayey soils behaviour under small deformations). PhD thesis, Division Mécanique des Sols des Roches et de la Géologie de l’Ingénieur, Ecole des Ponts ParisTech, Paris, 2008 (in French) Search in Google Scholar

Jastrzębska M., Pasieka M.; Wybrane metody badawcze we współczesnym laboratorium geotechnicznym: od podłoża do parametrów gruntowych (Selected research methods in modern geotechnical laboratory. From the subsoil to the soil parameters). Silesian University of Technology Publishers, 2015; p.313 (in Polish) Search in Google Scholar

Jastrzębska M., Kowalska M.; Triaxial tests on weak cohesive soils – some practical remarks (part 2). Architecture Civil Engineering Environment, Vol.9, No.3, 2016; p.81-9410.21307/acee-2016-037 Search in Google Scholar

eISSN:
1899-0142
Sprache:
Englisch
Zeitrahmen der Veröffentlichung:
4 Hefte pro Jahr
Fachgebiete der Zeitschrift:
Architektur und Design, Architektur, Architekten, Gebäude