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GROUTING AS POSSIBLE PROPOSAL FOR IMPERMEATING BURIED MONUMENTS IN VERY PERMEABLE SOILS. THE CASE OF KRISIS MACEDONIAN TOMBS IN N. GREECE
Abstract
In the present paper a grouting technique was studied in order to protect the buried monuments against the presence of the ground water. Krisis Macedonian Tombs in N. Greece was used as a pilot example for study, given that it is buried in loose sediments where the aquifer overflows their floors. Although the proposed method is expensive, it establishes permanent drainage conditions regarding to pumping. The purpose of this method is to create an impervious shell, which isolates the floor and the walls of the tomb, so as the monument to be impervious. In this paper the type of the chemical grout as well as the length and the number of necessary boreholes were calculated taking into account the penetration of the grout and the orientation of the boreholes. The number of the boreholes that is needed to impermeate the building that includes the tomb is 46 and for the tomb it self is 24. The total length of boreholes for the first case is 750,54m and for the other one is 297,62m. The grout mixes are colloidal solutions or polymers such as silica or ligno chrome gels, tannins, organic colloids on polyurethane, or pure chemical solutions such as acrylamides, aminoplast or phenoplast, depending the grain-size changes of the soil.
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References16
Athanasias, S. & Soulios, G. (1995). Study of the discharge in the karst ground water system of St. Nicolas springs, in Naousa. Proc. 3rd Hell. Hydrogeol. Congr., Iraklio, pp.11-23. Alam Singh et al. (1983). Behaviour of silicate stabilised dune sand. Proc. Second Conf. Int. Soc. Rock Mech., Belgrade. Theme 6, No. 2, Int. Soc. of Rock Mech., pp. 128-132.
Caron, C. (1963). The development of grout s for the injection of fine sands. In: Grouts and Drilling Muds in Engineering Practice , symposium organize d by British National Society of the Int. Soc. of Soil Mech. & Found. Engg., Butterworths, London, pp. 136-
Christaras, B., Mariolakos, I., Fountoulis, J ., Athanasias, S. & Dimitriou, A. (1997). Geotechnical input for the protection of so me Macedonian Tombs in Northern Greece - IVth International Symposium on the C onservation of Monuments in the Mediterranean Basin, Rhodes, Greece, Vol.1, pp. 125-132. Christaras B., Mariolakos I., Foundoulis j., Chatziangelou M., Dimitriou A., and Lemoni El. (2000). Impermeation of Macedonian Tombs in N. Greece using grouting techniques. Vth International Symposium on the Conserva tion of Monuments in the Mediterranean
Basin, Seville, Balkema Pbl. Pp. 417-423.
Clough, G. (1979). Silicate stabilized sands. Proc. ASCE. Jour. of Geotech. Div. , 105 (GT-
Graf, T.E. (1982). Long-term aging e ffects on chemically stabilized soils. Proc. Conf. on Grouting in Geotech. Engg., New Orleans. Wallace Hayward Baker, American Society of Civil Engineers, New York, pp. 470-481. IGME (1982). Geological map of Greece, sheet Veria, 1:50.000.
Karol, R.H. (1968). Chemical grouting technology. Proc. ASCE. Jour. of SMFE (January), pp.175-204.
Karol, R.H. (1982). Chemical grouts and their properties. Proc. Conf. on Grouting in Geotech. Engg., New Orleans. Wallace Hayward Ba ker, American Society of Civil
Engineers, New York, pp. 564-575.
Karol, R.H. (1982). Seepage c ontrol with chemical grouts. Proc. Conf. on Grouting in Geotech. Engg., New Orleans. Wallace Hayward Ba ker, American Society of Civil
Engineers, New York, pp. 564-575.
Kilias, A. & Moundrakis, D. (1989). Th e tectonic Pelagonian nape. Tectonic, Metamorphose and Magmatism, Proc. 4th Congr. Geol. Soc. Gr. , Bull. Geol. Soc. Gr. XXIII, 1, Athens, pp. 29-46.
Raffle, J. & Greenwood, D. (1961). Relation be tween the rheological characteristics of grouts and their capacity to penetrate soils. Proc. 5th Int. Conf. on SNFE, Switzerland.
Balkema, Rotterdam, 2: pp. 789-794.
Shroff, A. & Shah, D. (1993). Grouting Technology in T unnelling and Dam Construction . A.A. Balkema, Rotterdam, 604 p.
Verfel, J. (1979). Soil strengthening by grouting for the metro in Prague. Methods of Foundation Engineering. Z. Bazant. Elsevier, Amsterdam, pp. 329-337. International Conference
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