Effectiveness of reinforcing an earth structure with a system of counterfort drains over a long-term use
References
- Henkel, D.J. (1957). Investigations of two long-term failures in London clay slopes at Wood Green and Northolt. In: Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering London, 12-24 August 1957. Butterworths Scientific Publications, London, pp. 315-320.
- Furtak, K., Gaszyński J., Pabian Z. (2012). Geotechniczne systemy zabezpieczeń i stabilizacji na terenach osuwiskowych, cz.2. Nowoczesne Budownictwo Inżynieryjne1 44-48, (in Polish).
- Fitch, N.R. (1990). Ground stabilisation with counterfort drains – design, installation and monitoring of drawdown performance. Proceedings NZ Geomechanics Society 16, 1(G), 97-101.
- McDonald, G.J., Vooght, A.R., Parkin S. (2012). The use of deep counterfort drains as an effective method of stabilizing cuttings constructed in overconsolidated clays. Geological Society, London, Engineering Geology Special Publications, Earthworks in Europe26 115-124.
- Torvelainen, S.M. (2016). Counterfort drain performance in the Auckland Area. In: Proceedings of the 11th ANZ Young Geotechnical Professionals Conference – 11YGPC Queenstown, New Zealand, 25–28 October 2016. NZGS, Wellington, New Zealand, pp. 257-262.
- Price, S.L., Fitch N.R. (2017). Counterfort drains – design, installation and long-term performance in soils of Greater Auckland. In: Proceedings of 20th NZGS Geotechnical Symposium Napier, 23–26 November 2017. NZGS, Wellington, New Zealand, pp. 193-200.
- Bolt, A. (2010). Gospodarka wodna na skarpach i obiektach drogowych. Drogi: lądowe, powietrzne, wodne5 42-61, (in Polish).
- Flisiak, J., Olesiak S. (2005). Analiza warunków stateczności wału oporowego składowiska odpadów komunalnych oraz propozycje jego stabilizacji. Górnictwo i Geoinżynieria3/1 (29), 207-215, (in Polish).
- Dennison, D.L., Edger N.J. (2003). Design and construction of a large cut slope in sensitive volcanic ash soils. In: Geotechnics on the volcanic edge, New Zealand Geotechnical Society symposium Tauranga, March 2003. IPENZ, Wellington, New Zealand, pp. 359-367.
- Kors-Olthof, R., Hoeve E., Patrick B. (2014). Evaluation and stabilization of a slope failure at Liard Highway No. 7, km 5.9 (Case Study). In: 67th Canadian Geotechnical Conference, GeoRegina 2014, Regina Saskatchewan, September 28–October 1. Canadian Geotechnical Society.
- Cornforth, D.H. (2005). Landslides in Practice – Investigation, Analysis and Remedial/Preventative Options in Soils John Wiley & Sons Inc, Hoboken, NJ.
- Bromhead, E.N. (1984). An analytical solution to the problem of seepage into counterfort drains. Canadian Geotechnical Journal21 657-662.
- Hutchison, J.N. (1977). Assessment of corrective measures in relation to geological conditions and types of slope movement. Bulletin of the International Association of Engineering Geology16 131-155.
- Stanić, B. (1984). Influence of drainage trenches on slope stability. Journal of Geotechnical Engineering110 1624-1636.
- Leong, E.C., Rahardjo H. (2012). Two and three-dimensional slope stability reanalyses of Bukit Batok slope. Computers and Geotechnics42 81-88.
- McNicholl, D.P., Pump W.L., Cho G.W.F. (1986). Groundwater control in large scale slope excavation – Five case histories from Honk Kong. Geological Society Engineering Geology Special Publication3 513-523.
- O’Kelly, B.C., Ward P.N., Raybould M.J. (2008). Stabilization of a progressive railway embankment slip. Geomechanics and Geoengineering: An International Journal3(4), 257-270.
- Allison, J.A., Mawditt J.M., Williams G.T. (1991). The use of pored piles and counterfort drains to stabilize and major landslip – a comparison of theoretical and field performance. In: Slope stability engineering developments and applications: Proceedings of the international conference on slope stability organized by the Institution of Civil Engineers and held on the Isle of Wight on 15–18 April 1991 Thomas Telford, London, pp. 369-376.
- Olesiak, S. (2007). Składowisko odpadów komunalnych w Zakopanem – od awarii do zamknięcia I kwatery. In Materiały Krakowskiej Konferencji Młodych Uczonych 2007 Kraków, 20–22 września 2007. GN ProFuturo, Kraków, pp. 325–333, (in Polish).
- Polski Komitet Normalizacyjny (1988). Polska Norma: Grunty budowlane. Badania próbek gruntu. PN-B-04481:1988. Warszawa, (in Polish).
- Polski Komitet Normalizacyjny (2009). Eurokod 7: Projektowanie geotechniczne. Część 2: Rozpoznanie i badanie podłoża gruntowego PN-EN 1997-2:2009. Warszawa, (in Polish).
- Olesiak, S. (2014). Ocena stopnia plastyczności iłów mioceńskich na podstawie badań sondą wkręcaną WST. Inżynieria Morska i Geotechnika2 112–117, (in Polish).
- GeoStudio (2008). Stability Modeling With Slope/W 2007 Version. GEO-SLOPE International Ltd, Calgary, Canada.
- Batog, A., Stilger-Szydło E. (2010). Stateczność skarp nasypów drogowych w ujęciu Eurokodu 7. Drogownictwo1 18-21, (in Polish).
- Polski Komitet Normalizacyjny (1981). Polska Norma: Grunty budowlane. Posadowienie bezpośrednie budowli. Obliczenia statyczne i projektowe. PN-B-03020:1981. Warszawa, (in Polish).
- Pisarczyk, S. (2004). Grunty nasypowe. Właściwości geotechniczne i metody ich badania. OWPW, Warszawa, (in Polish).
- Dempol. (1997). Dokumentacja warunków hydrologicznych i geologiczno – inżynierskich terenu przeznaczonego pod budowę wysypiska odpadów „Zoniówka II” dla Zakopanego Gorlice: Dempol, (in Polish, not published).
- Wiłun, Z. (2013). Zarys geotechniki WKŁ, Warszawa, (in Polish).
Language: English
Page range: 244 - 253
Submitted on: May 25, 2018
Accepted on: Nov 16, 2018
Published on: Jan 4, 2019
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
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© 2019 Sebastian Olesiak, Joanna Hydzik-Wiśniewska, published by Wroclaw University of Science and Technology
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