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Erschienen in: Geotechnical and Geological Engineering 1/2009

01.02.2009 | Original Paper

Utilization of Lime for Stabilizing Soft Clay Soil of High Organic Content

verfasst von: Mohamed A. Sakr, Mohamed A. Shahin, Yasser M. Metwally

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 1/2009

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Abstract

This paper presents the results of geotechnical and mineralogical investigations on lime-treated soft clay soil from Idku City, Egypt, where high organic matters of about 14% exist. Lime was added in the order of 1%, 3%, 5% and 7% by weight and laboratory experiments after 7, 15, 30 and 60 days were conducted including the mineralogical and microstructural examinations, grain size analysis, plasticity limits, unconfined compressive tests, vane shear tests and oedometer tests. The results indicate that soft clay soil of high organic content of 14% can be stabilized satisfactorily with the addition of 7% lime. The results also demonstrate that the changes in the mineralogical contents and soil fabric of high organic lime-treated soft clay improve soil plasticity, strength and compressibility.

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Literatur
Zurück zum Zitat ASTM D422 (1990) Standard test methods for particle size analysis of soils. Annual Books of ASTM Standards ASTM D422 (1990) Standard test methods for particle size analysis of soils. Annual Books of ASTM Standards
Zurück zum Zitat ASTM D4318 (1984) Standard test method for liquid limit, plastic limit and plasticity idex of soil. Annual Books of ASTM Standards ASTM D4318 (1984) Standard test method for liquid limit, plastic limit and plasticity idex of soil. Annual Books of ASTM Standards
Zurück zum Zitat Bowles JE (1992) Engineering properties of soils and their measurements. McGraw-Hill, Inc., New York Bowles JE (1992) Engineering properties of soils and their measurements. McGraw-Hill, Inc., New York
Zurück zum Zitat Casagrande A (1936) The determination of the pre-consolidation load and its practical significance. In: Proceedings, 1st international conference on soil mechanics and foundation engineering, Massachusetts, pp 60–64 Casagrande A (1936) The determination of the pre-consolidation load and its practical significance. In: Proceedings, 1st international conference on soil mechanics and foundation engineering, Massachusetts, pp 60–64
Zurück zum Zitat Egyptian Code of Practice (1993) Soil mechanics and design of foundations. Part I: site investigation. Ministry of Housing and Utilities. Cairo Egyptian Code of Practice (1993) Soil mechanics and design of foundations. Part I: site investigation. Ministry of Housing and Utilities. Cairo
Zurück zum Zitat Folk RL (1974) Petrology of sedimentary rocks. Hemphills, Austin Folk RL (1974) Petrology of sedimentary rocks. Hemphills, Austin
Zurück zum Zitat Hilt GH, Davidson DT (1961) Isolation and investigation of a lime-montmorillonite crystalline reaction product. Highway Research Board, Record No 304, 51–64 Hilt GH, Davidson DT (1961) Isolation and investigation of a lime-montmorillonite crystalline reaction product. Highway Research Board, Record No 304, 51–64
Zurück zum Zitat Locat J, Tremblay H, Leroueil S (1996) Mechanical and hydraulic behaviour of a soft inorganic clay treated with lime. Can Geotech J 33(4):654–669CrossRef Locat J, Tremblay H, Leroueil S (1996) Mechanical and hydraulic behaviour of a soft inorganic clay treated with lime. Can Geotech J 33(4):654–669CrossRef
Zurück zum Zitat McDowell C (1959) Stabilization of soils with lime, lime-flyash and other lime reactive materials. Highway Research Board 231:60–66 McDowell C (1959) Stabilization of soils with lime, lime-flyash and other lime reactive materials. Highway Research Board 231:60–66
Zurück zum Zitat Narasimha RS, Rajasekaren G (1996) Reaction products formed in lime stabilisation marine clays. J Geotech Eng 122(5):329–336CrossRef Narasimha RS, Rajasekaren G (1996) Reaction products formed in lime stabilisation marine clays. J Geotech Eng 122(5):329–336CrossRef
Zurück zum Zitat Okumura T, Terashi M (1975) Deep lime mixing method of stabilisation for marine clays. In: Proceedings, 5th Asian regional conference of soil mechanics and foundation engineering, vol 1, pp 69–75 Okumura T, Terashi M (1975) Deep lime mixing method of stabilisation for marine clays. In: Proceedings, 5th Asian regional conference of soil mechanics and foundation engineering, vol 1, pp 69–75
Zurück zum Zitat Pierce JW, Siegel FR (1969) Quantification in clay mineral studies of sediments and sedimentary rock. J Sediment Petrol 9:187–193 Pierce JW, Siegel FR (1969) Quantification in clay mineral studies of sediments and sedimentary rock. J Sediment Petrol 9:187–193
Zurück zum Zitat Sabry MA (1977) Mineralogical and engineering properties of compacted soil lime mixture. PhD thesis, Oklahama State University, Oklahama Sabry MA (1977) Mineralogical and engineering properties of compacted soil lime mixture. PhD thesis, Oklahama State University, Oklahama
Zurück zum Zitat Sakr MA, Metwally YM (2000) Lime treatment of soft clay soils from Idku City, Egypt—engineering and geological approach. In: Proceedings, 4th international geotechnical engineering conference, Cairo University, Cairo, Egypt, pp 685–700 Sakr MA, Metwally YM (2000) Lime treatment of soft clay soils from Idku City, Egypt—engineering and geological approach. In: Proceedings, 4th international geotechnical engineering conference, Cairo University, Cairo, Egypt, pp 685–700
Metadaten
Titel
Utilization of Lime for Stabilizing Soft Clay Soil of High Organic Content
verfasst von
Mohamed A. Sakr
Mohamed A. Shahin
Yasser M. Metwally
Publikationsdatum
01.02.2009
Verlag
Springer Netherlands
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 1/2009
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-008-9215-2

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