Powiadomienia systemowe
- Sesja wygasła!
Tytuł artykułu
Autorzy
Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Konferencja
Proceedings of the 2nd International Workshop on " Interpretation of in situ tests and sample disturbance of clays"
Języki publikacji
Abstrakty
The correct estimation of the shear strength of the peat subsoil is one of the major aspects of assessing risk of landslip in blanket peat areas. Due to the fibrous structure of the peat, its behaviour during shear is somewhat different from that of mineral soils (e.g. soft clays) and it has been found difficult to obtain reliable values of its shear strength. To estimate the shear strength of the peat, the geotechnical engineer is faced with making use of a several testing techniques, both in the laboratory and in situ, which were actually developed for mineral soils. Whether these techniques are applicable to peat is not clear. The objectives of this note are to review:1. Available methods of characterising peat. 2. Previous research that has been carried out on estimating the shear strength of peat in Ireland and elsewhere using both laboratory and in situ testing. 3. Efforts that have been made to model peat using advanced numerical modelling. Following the review some recommendations will be made as to which test type is most applicable to peat soils and recommendations will be made for further work.
Słowa kluczowe
Wydawca
Czasopismo
Rocznik
Tom
Strony
67--90
Opis fizyczny
Bibliogr. 68 poz.
Twórcy
autor
- Department of Civil Engineering, University College Dublin, Ireland
Bibliografia
- [1] ADAMS J.I., Shear behaviour of a Canadian Muskeg, Proc. 7th. Muskeg Research Conference, NRC of Canada, Tech. Memo, 1961, No. 71, Ottawa, pp. 36–54.
- [2] ADAMS J.I., The engineering behaviour of a Canadian Muskeg, Proc. 6th. ICSMFE, Montreal, 1965, Vol. 1, pp. 3–7.
- [3] AIREY D.W., WOOD D.M., An evaluation of direct simple shear tests on clay, Geotechnique, 1987, Vol. 37, No. 1, pp. 25–35.
- [4] AMARYAN L.S., SOROKINA G.V., OSTOUMOVA L.V., Consolidation laws and mechanical-structural properties of peat soils, Proc. ICSME, Moscow, 1973, Vol. 2.2, pp. 1–6.
- [5] BARLKY A., Letter on a slip in a peat bog of the Falkland Islands, Quarterly Journal of the Geological Society, 1887, 43, p. 2.
- [6] BOWES D.R., A bog burst in the Isle of Lewis, Scotland, Scottish Geographical, 1960.
- [7] BRINKGREVE R.J., VERMEER P.A., VOS E., Constitutive aspects of an embankment widening project, peat, Delft, June 1993, Den Haan et al. (eds.), Balkema, Rotterdam, 1994.
- [8] CARLSTEN P., Geotechnical properties of some Swedish peats, NGM-2000, XIII Nordisk Geotechnikermötet, Helsinki, 2000, 5-7/6/00, Rathmayer H. (ed.).
- [9] COUTINHO R.Q., LACERDA W.A., Strength characteristics of Juturnaiba organic clays, Proc. 12th. ICSMFE, Rio de Janeiro, 1989, pp. 1731–1734.
- [10] CRISP D.T., RAWES M., WELCH D., A Pennine peat slide, Geographical Journal, 1964, 130, pp. 519– 524.
- [11] Delft Geotechnics, Geotechnical classification of peats (in Dutch), Technical report, 1994, No. CO- 341820/29.
- [12] DEN HAAN E.J., URIEL A.O., RAFNSSON E.A., Theme report 7, special problem soil/rocks, Proc. XI ECSMFE, Copenhagen, 1995, Vol. 9, pp. 9.139–9.189.
- [13] EDIL T.B., Site characterisation in peat and organic soils, Proc. Int. Conf. on in situ measurement of soil properties and case histories, Bali, Indonesia, 2001, pp. 49–59.
- [14] FARRELL E.R., HEBIB S., The determination of the geotechnical parameters of organic soils, Proceedings of International Symposium on Problematic Soils, IS-TOHOKU 98, Sendai, 1998, Japan, 33–36.
- [15] FARRELL E.R., JONKER S.K., KNIBBLER A.G.M., BRINKGREVE R.B.J., The use of a direct simple shear test for the design of a motorway on peat, XII European Conf. on soil mechanics and geotechnical engineering, 1998, 1027–1033.
- [16] FAULKNER A., Application to Irish conditions of new field and laboratory testing techniques, MSc Thesis, Trinity College, University of Dublin, 1992.
- [17] FEEHAN J., O’DONOVAN G., The bogs of Ireland, UCD Environmental Institute, 1996. ISBN 1- 898473-40-4.
- [18] FOX P.J., EDIL T.B., Micromechanics model for peat compression, International workshop on advances in understanding and modeling the mechanical behaviour of peat, Delft, June 1993, Den Haan et al. (eds.), Balkema, Rotterdam, 1994.
- [19] GAUTSCHI M.A., Peat as a foundation soil, Research summery report, NGI, Oslo, 1965.
- [20] GOLEBIEWSKA A., Vane testing in peat, Proc. 7th Danube ECSMFE, Kishinev, 1983, Vol. 1, pp. 113–117.
- [21] HANRAHAN E.T., The mechanical properties of peat with special reference to road construction, Bulletin, Institution of Civil Engineers of Ireland, 1952, Vol. 78, No. 5, pp. 179–215.
- [22] HANRAHAN E.T., An investigation of some physical properties of peat, Geotechnique, 1954a, Vol. 4, No. 3, pp. 108–123.
- [23] HANRAHAN E.T., Factors affecting the strength and deformation of peat, Proc. 1st. International Peat Symposium, Dublin, 1954b.
- [24]HANRAHAN E.T., WALSH J.A., Investigation of the behaviour of peat under varying conditions of stress and strain, Proc. 6th. ICSMFE, Montreal, 1965, Vol. 1, pp. 226–230.
- [25] HANRAHAN E.T., DUNNE J.M., SODHA V.G., Shear strength of peat, Proc. Geot. Conf., Oslo, 1967, Vol. I, pp. 193–198
- [26] HANRAHAN E.T., Discussion on Major canal reconstruction in peat by Pigott et al., Pro. Instn. Civ. Engrs. Water Marit. & Energy, 1994, 106, Dec., pp. 399–403.
- [27] HANZAWA H., KISHIDA T., FUKASAWA T., ASADA H., A case study of the application of direct shear and cone penetration tests to soil investigation, design and quality control for peaty soils, Soils and Foundations, 1994, Vol. 34, No. 4, pp. 13–22.
- [28] HEBIB S., Experimental investigation on the stabilisation of Irish peat, Ph.D. thesis, 2001, University of Dublin, Trinity College.
- [29] HELENELUND K.V., Vane tests and tension tests on fibrous peats, Proc. Getech. Conf., Oslo, 1967, Vol. 1, pp. 199–203.
- [30] HOBBS N.B., Mire morphology and the properties and behaviour of some British and foreign peats, QJEG, London, 1986, 19. pp 7-80
- [31] HOLLINGSHEAD G.W., RAYMOND G.P., Can. Geo. Jnl., 1972, Vol. 9, No. 3, pp. 278–289.
- [32] HUNGR O., EVANS S.G., An example of a peat flow near Prince Rupert, British Columbia, Can Geo. Jnl., 1985, 22, pp. 246–249.
- [33] JARDINE R.J., HIGHT D.W., Laboratory and field tests for obtaining design parameters, [in:] Embankments on Soft Clay, Dept. Envir. Physical; Planning and Public Works, Athens, 1987.
- [34] KRAMER S.L., SATARI R., KILLAN A.P., Evaluation of the in situ strength of peat deposit from laterally loaded pile test results, Transport Research Record, 1990, No. 1278, pp. 103–109.
- [35] LANDVA A.O., Vane testing in peat, Can. Geo. Jnl., 1980, 17, 1, pp. 1–19.
- [36] LANDVA A.O., LA ROCHELLE P., Compressibility and shear strength characteristics of Radforth Peats, Testing of Peats and Organic Soils, ASTM STP 820, P.M. Jarrett (ed.), 1983, pp. 157–191.
- [37] LANDVA A.O., In situ testing of peat, ASCE Special Geotechnical Publication, 1986, 6, pp. 191–205.
- [38] LARSSON R., BERGDAHL U., ERIKSSON L., Evaluation of strength of cohesive soils with special reference to Swedish practice and experience, SGI Information 3, Linköping, 1984.
- [39] LARSSON R., Behaviour of organic clay and gytta, Swedish Geotechnical Institute, Linköping, 1990, Report No. 38.
- [40] LECHOWICZ Z., An evaluation of the increase in shear strength of organic soils, Advances in the Understanding and Modelling the Mechanical Behaviour of Peat, Den Haan et al. (eds.), Balkema, Rotterdam, 1994, pp. 167–180.
- [41] LONG M., GUDJONSSON G.T., T-bar testing in Irish soils, Proc Int. Conf. on In Situ Soil Characterisation, 2004, ISC’2, Porto, Sept.
- [42] LUNNE T., ROBERTSON P.K., POWELL J.J.M., Cone penetration testing in geotechnical practice, Blackie Academic and Professional, 1997, ISBN 0 751 40393 8.
- [43] MANGAN J.P., Construction on peat: State of the art in France, International workshop on advances in understanding and modeling the mechanical behaviour of peat, Delft, June 1993, Den Haan et al. (eds.), Balkema, Rotterdam, 1994.
- [44] MC GEEVER J., The strength parameters of an organic silt, MSc Thesis, Trinity College, University of Dublin, 1987.
- [45] MOLENKAMP F., Investigation of requirements for plane strain element tests on peat, International workshop on advances in understanding and modeling the mechanical behaviour of peat, Delft, June 1993, Den Haan et al. (eds.), Balkema, Rotterdam, 1994.
- [46] Muskeg Engineering Handbook, University of Toronto Press, 1969.
- [47] MLYNAREK Z., NIEDZIELSKI A., TSCHUSCHKE W., Variability of shear strength and physical parameters of peat, Proc. 7th Danube European Conf. on SMFE, Kiszyniów, 1983, Vol. 1, pp. 93–98.
- [48] NOTO S., Peat Engineering Handbook, 1991, Civil Engineering Research Institute, Hokkaido Development Agency, Prime Minister’s Office, Japan.
- [49] O’NEILL C.P., An assessment of the appropriate change point between a silty peat and a peaty silt, MSc Thesis, Trinity College, University of Dublin, 1992.
- [50] PIGOTT P.T., HANRAHAN E.T., SOMERS N., Major canal reconstruction in peat, Pro. Instn. Civ. Engrs. Water Marit. & Energy, 1992, 96, Sep., pp. 141–152.
- [51] POTTS D.M., DOUNIAS G.T., VAUGHAN P.R.V., Finite element analysis of direct shear box tests, Geotechnique, 1987, Vol. 37, No. 1, pp. 11–23.
- [52] PRZYSTAŃSKI J., Application of Kondner’s nonlinear model in describing stress–strain relation in peat, considering consolidation, Advances in the Understanding and Modelling the Mechanical Behaviour of Peat, Den Haan et al. (eds.), Balkema, Rotterdam, 1994, pp. 203–209.
- [53] QUINN W.J., Some aspects of the behaviour of peat in shear, MEngSc thesis, University College Dublin, 1967.
- [54] RAHARDJO P.P., HALIM Y., SENTOSA L., Use of dilatometer and dual dilatometer test for soft soils and peats, Proc Int. Conf. on In Situ Soil Characterisation, 2004, ISC’2, Porto, Sept.
- [55] RAHADIAN H., TAUFIK R., MOELYANNI D.A., Field and laboratory data interpretation of peats at Berengbengkel trial site, Proc. Int. Conf. on In Situ Measurement of Soil Properties and Case Histories, Bali, Indonesia, 2001, pp. 145–151.
- [56] RODGERS M., Geotechnical investigation of soft soils, Proc. Seminar on Applied Geophysics in Ground Water and Geotechnical Investigations, 1992, IAH, held at UCG, February.
- [57] SANGLERAT G., MLYNAREK Z., Some observations on static sounding in organic soils, Proc. 6th Danube European Conf. on SMFE, Varna, 1980, pp. 283–292.
- [58] SCHWAB E.F., Bearing capacity and strength and deformation behaviour of soft organic sulphide soils, Diss. Royal Institute of Technology, Stockholm, 1976.
- [59] SELLMEIJER J.B., Anisotropic peat model, International workshop on advances in understanding and modeling the mechanical behaviour of peat, Delft, June 1993, Den Haan et al. (eds.), Balkema, Rotterdam, 1994.
- [60] SODHA V.G., Some aspects of the behaviour of peat in shear, MEngSc thesis, University College Dublin, 1966.
- [61] SOLLAS W.J., PRAEGER R.L., DIXON A.F., DELAP A., Report on the committee appointed by the Royal Dublin Society to investigate the recent bob flow in Co. Kerry, Sci. Proc. R. Dublin Soc., 1897, viii (N.S.), Part 5, pp. 475–507.
- [62] TERMAAT R.J., General report: session 2: stress–strain and strength behaviour, Advances in the Understanding and Modelling the Mechanical Behaviour of Peat, Den Haan et al. (eds.), Balkema, Rotterdam, 1994, pp. 311–326.
- [63] TERMAAT R.J., TOPOLNICKI M., Biaxial tests with natural and artificial peat, International workshop on advances in understanding and modeling the mechanical behaviour of peat, Delft, June 1993, Den Haan et al. (eds.), Balkema, Rotterdam, 1994.
- [64] TOPOLNICKI M.., NIEMUNIS A., Numerical simulation of stress-strain behavior of peat for biaxial deformations of peat, International workshop on advances in understanding and modeling the mechanical behaviour of peat, Delft, June 1993, Den Haan et al. (eds.), Balkema, Rotterdam, 1994.
- [65] TSUSHIMA, MITACHI, Method for predicting in situ undrained strength of highly organic soil based on the vaule of suctin and unconfined compressive strength, [in:] Yanagisawa et al. (eds.), Proc. Int. Sym. on Problematic Soils, 1998, Vol. 1, pp. 11–14, Balkema.
- [66] VON POST L., GRANLUND E., Peat resources in southern Sweden (in Swedish), Sveriges geologiska undersökning, Yearbook, 1926, 19.2 Series C, No. 335, pp. 1–127, Stockholm.
- [67] YAMAGUCHI H., OHIRA Y., KOGURE K., MORI S., Deformation and strength properties of peat, Proc. 11th. ICSMFE, San Francisco, 1985, Vol. 4, pp. 2461–2464.
- [68] WROTH C.P., The behaviour of normally consolidated clays as observed under direct shear tests, Geotechnique, 1987, Vol. 37, No. 1, pp. 37–43.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT6-0008-0012