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2019 | OriginalPaper | Buchkapitel

Assessment of Internal Stability of Granular Soils by Means of Theoretical and Laboratory Methods

verfasst von : Maria Clorinda Mandaglio, Nicola Moraci, Erika Polimeni

Erschienen in: Internal Erosion in Earthdams, Dikes and Levees

Verlag: Springer International Publishing

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Abstract

The assessment of the internal stability of a base soil is a fundamental aspect in the design of the filtering transitions. It can be evaluated by means of semi-empirical, theoretical and experimental methods; the assessment of internal stability of a soil using the available semi-empirical criteria can provide different results. In the paper, in order to verify and validate two methods recently proposed by the authors (Moraci et al. 2012a, b; Moraci et al. 2015), the internal stability of granular soils using different methods is evaluated. The internal stability of test soils has been firstly obtained by Kezdi, Sherard and Kenney and Lau criteria (semi-empirical methods), then it has been assessed theoretically by the method “SimulFiltr” and finally it has been verified by long term filtration tests performed in a rigid wall permeameter. The obtained results allowed us to better define the zones that constitute the new graphical method “Butterfly Wings Chart”, recently proposed by the authors.

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Literatur
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Zurück zum Zitat Kézdi A (1969) Increase of protective capacity of flood control dikes (in Hungarian). Department of Geotechnique, Technical University, Budapest, Report No. 1 Kézdi A (1969) Increase of protective capacity of flood control dikes (in Hungarian). Department of Geotechnique, Technical University, Budapest, Report No. 1
Zurück zum Zitat Moraci N (1992) L’azione filtrante dei geotessili a contatto con terreni granulari: caratterizzazione, interazione e modellazione. Tesi di dottorato in Ingegneria Geotecnica. Università di Padova, Italia Moraci N (1992) L’azione filtrante dei geotessili a contatto con terreni granulari: caratterizzazione, interazione e modellazione. Tesi di dottorato in Ingegneria Geotecnica. Università di Padova, Italia
Zurück zum Zitat Moraci N (2010) Geotextile filter: design, characterization, factors affecting clogging, and blinding limit states. Theme Lecture, Discussion Session 9th International Conference on Geosynthetics, Guaruja Brazil, vol 1, pp 413–435 Moraci N (2010) Geotextile filter: design, characterization, factors affecting clogging, and blinding limit states. Theme Lecture, Discussion Session 9th International Conference on Geosynthetics, Guaruja Brazil, vol 1, pp 413–435
Zurück zum Zitat Moraci N, Mandaglio MC, Ielo D (2012b) Reply to the discussion by Dallo and Wang on “A new theoretical method to evaluate the internal stability of granular soils”. Can Geotech J 49(7):866–868CrossRef Moraci N, Mandaglio MC, Ielo D (2012b) Reply to the discussion by Dallo and Wang on “A new theoretical method to evaluate the internal stability of granular soils”. Can Geotech J 49(7):866–868CrossRef
Zurück zum Zitat Moraci N, Ielo D, Mandaglio MC (2012c) A new theoretical method to evaluate the upper limit of the retention ratio for the design of geotextile filters in contact with broadly granular soils. Geotext Geomembr 35:50–60. ISSN: 02661144CrossRef Moraci N, Ielo D, Mandaglio MC (2012c) A new theoretical method to evaluate the upper limit of the retention ratio for the design of geotextile filters in contact with broadly granular soils. Geotext Geomembr 35:50–60. ISSN: 02661144CrossRef
Zurück zum Zitat Moraci N, Ielo D, Mandaglio MC (2016) Valutazione della stabilità interna dei terreni granulari (Assessment of internal stability of granular soils). Riv Ital Geotec 27–43. ISSN: 05571405 Moraci N, Ielo D, Mandaglio MC (2016) Valutazione della stabilità interna dei terreni granulari (Assessment of internal stability of granular soils). Riv Ital Geotec 27–43. ISSN: 05571405
Zurück zum Zitat Polimeni E (2018) Theoretical and experimental study of the internal stability of granular soils (in italian). Ph.D. thesis. Università Mediterranea di Reggio Calabria, Italy Polimeni E (2018) Theoretical and experimental study of the internal stability of granular soils (in italian). Ph.D. thesis. Università Mediterranea di Reggio Calabria, Italy
Zurück zum Zitat Sherard JL (1979) Sinkholes in dams of coarse, broadly graded soils. In: Transactions, 13th international congress on large dams, New Delhi, India, vol 2, pp 25–35 Sherard JL (1979) Sinkholes in dams of coarse, broadly graded soils. In: Transactions, 13th international congress on large dams, New Delhi, India, vol 2, pp 25–35
Metadaten
Titel
Assessment of Internal Stability of Granular Soils by Means of Theoretical and Laboratory Methods
verfasst von
Maria Clorinda Mandaglio
Nicola Moraci
Erika Polimeni
Copyright-Jahr
2019
DOI
https://doi.org/10.1007/978-3-319-99423-9_6