Articles | Volume 372
Proc. IAHS, 372, 273–279, 2015
https://doi.org/10.5194/piahs-372-273-2015
Proc. IAHS, 372, 273–279, 2015
https://doi.org/10.5194/piahs-372-273-2015

  12 Nov 2015

12 Nov 2015

Analysis of the variation of the compressibility index (Cc) of volcanic clays and its application to estimate subsidence in lacustrine areas

D. Carreón-Freyre et al.

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Cited articles

American Society for Testing Materials (ASTM): D2435-96 Standard method for one-dimensional consolidation properties of soils, ASTM Standards, USA, 5 pp., 1998.
Buhrke, V. E., Jenkis, R., and Smith, D. K.: A practical guide for the Preparation of specimens for X-ray Fluorescene and X-Ray diffraction Analysis, Wiley-VCH, New York, 333 pp., ISBN: 0-471-19458-1, 1998.
Carreón-Freyre, D.: Land subsidence processes and associated ground fracturing in Central Mexico, in: Land Subsidence, Associated Hazards and the Role of Natural Resources Development (Proceedings of EISOLS 2010, Querétaro, México), edited by: Carreón-Freyre, D., Cerca, M., and Galloway, D. L., Red Book Series Publication 339, IAHS Press, CEH Wallingford, UK, ISBN: 978-1-907161-12-4, ISSN: 0144-7815, 149–157, 2010.
Carreón-Freyre, D. and Cerca, M.: Delineating the near-surface geometry of the fracture system affecting the valley of Queretaro, Mexico: Correlation of GPR signatures and physical properties of sediments, Near Surface Geophysics, EAGE (European Assoc. of Geoscientists and Engineers), 4, 49–55, 2006.
Carreón-Freyre, D. C., Cerca, M., and Hernández-Marín, M.: Correlation of near-surface stratigraphy and physical properties of clayey sediments from Chalco Basin, Mexico, using Ground Penetrating Radar, J. Appl. Geophys., 53, 121–136, 2003.
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Short summary
An analysis of the deformation conditions of lacustrine materials deposited in the volcanic valley of the Mexico City is presented. Currently geotechnical studies assume that compressibility of granular materials decreases in depth due to the lithostatic load. Our results show that Cc for fine grain materials (lacustrine) can be vertically variable, particularly when soils and sediments are the product of different volcanic materials. These variations need to be considered when modelling LS.