Abstract
Expansive soils are a worldwide problem. The volume variation of this soil is depended on its moisture content. A new approach to characterize this kind of soil is based on the oedometer test results, performed on compressible soils, either expansive or non-expansive. The Cc/Cs ratio is determined, where Cc is the compression index and Cs is the swelling index. Zones delimited by a Cc/Cs value and a swelling pressure (σs) value are identified to differentiate expansive soils from non-expansive soils. When Cc/Cs ratio is higher or equal to 15, the swelling pressure is practically equal to zero.
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References
Bouassida M, Manigniavy SA, Azaiez D, Bouassida Y (2022) New approach for characterization and mitigation of the swelling phenomenon. Front Built Environ 8:836277. https://doi.org/10.3389/fbuil.2022.836277
Chen FH (1975) Foundations on expansive soils. Elsevier Scientific Publishing Company Inc., New York
Chen FH (1988) Foundations on expansive soils. Elsevier Publisher B.V.
Coduto DP (2001) Foundation design: principles and practices, 2nd edn. Prentice Hall, New Jersey
Driscoll R, Crilly M (2000) Subsidence damage to domestic buildings. Lessons learned and questions asked, Building Research Establishment, London, UK
Elarabi H (2010) Damage mechanism of expansive soils. In: Proceeding of the 2nd international conference on geotechnical engineering ICGE’10. Hammamet, Tunisia, pp 125–131
Gueddouda MK, Goual I, Lamara M, Goual S (2013) Amélioration des propriétés physico-mécaniques des argiles gonflantes stabilisées par ajout de sable de dune. 3ème Conférence Maghrébine en Ingénierie Géotechnique CMIG’13, Alger, Algeria, pp 221–226
Hardy RM (1965) Identification and performance of swelling soil types. Can Geotech J 11(2):141–153. Printed in Canada
Kalantari B (2012) Foundation on expansive soils: a review. Res J Appl Sci Eng Technol 4(18):3231–3237
Kay JN (1990) Use of liquid limit for characterisation of expansive soil sites. CE32 No. 3
Kechouane Z, Nechnech A (2015) Characterization of an expansive clay treated with lime: effect of compaction on the swelling pressure. In: The 4th international congress in advances in applied physics and materials science (APMAS 2014) AIP conference proceedings 1653, 020057-1-020057-8. https://doi.org/10.1063/1.4914248
Mahamedi A, Khemissa M (2013) Cement and lime stabilization of compacted expansive clay. In: Proceedings of the 3rd international conference on geotechnical engineering ICGE’13, Hammamet, Tunisia, pp 369–377
Medjnoun A, Bahar R (2016) Shrinking–swelling of clay under the effect of hydric cycles. Innov Infrastruct Solut 1(1). https://doi.org/10.1007/s41062-016-0043-6
Osman MA, Charlie WA (1983) Expansive soil in Sudan. BBRI current papers. No. CP.3/83. Building and Road Research Institute. University of Khartoum, Sudan
Puppala AJ, Cerato A (2009) Heave distress problems in chemically-treated sulfate-laden materials. Geo-Strata 10(2):28–30, 32
Ruwaih IA (1987) Experiences with expansive soils in Saudi Arabia. In: Proceeding of 6th international conference on ‘‘Expansive soils,’’ central board of irrigation and power, New Delhi, India, pp 317–322
Sridharan A, Prakash K (2016) Expansive soil characterization: an appraisal. INAE Letters 1(1):29–33. https://doi.org/10.1007/s41403-016-0001-9
Tiwari N, Saytam N, Patva J (2019) Experimental study on the swelling behavior of expansive soil reinforced with coir geotextile. In: Proceedings of the Indian geotechnical conference 2019: IGC–2019, vol 4. India. https://doi.org/10.1007/978-981-33-6564_11
Wang JX (2016) Expansive soils and practice in foundation engineering. In: Louisiana transportation conference. Baton Rouge
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Manigniavy, S.A., Bouassida, Y., Azaiez, D., Bouassida, M. (2023). Using Compression and Swelling Indices to Characterize Expansive Soils. In: Atalar, C., Çinicioğlu, F. (eds) 5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering. ZM 2022. Lecture Notes in Civil Engineering, vol 305. Springer, Cham. https://doi.org/10.1007/978-3-031-20172-1_10
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