Shrinkage and subsidence in a marsh soil: Measurements and preliminary model

Soil Science Society of America Journal

Volumn 70, Issue 6, 2006, Pages 1834-1842

  Bernard, M ^a   Dudoignon, P ^a   Chevallier, C ^b   Pons, Y ^b  

^a UNIVERSITÉ DE POITIERS   (France)

^b INRA Domaine Expérimental de St Laurent de la Prée   (France)

Author keywords

[No Author keywords available]

Indexed keywords

CLIMATOLOGY; SHRINKAGE; SOIL MECHANICS; WATER;

SHRINKAGE LIMIT; SURFACE CONSOLIDATION; VOLUMETRIC DISTRIBUTION;

SOIL SURVEYS;

CLIMATOLOGY; SHRINKAGE; SOIL MECHANICS; SOIL SURVEYS; WATER;

CLAY SOIL; ENVIRONMENTAL MODELING; FIELD; GRASSLAND; MACROPORE; MARSH; PALEOSOL; PLASTICITY; SHRINKAGE; SOIL MECHANICS; SUBSIDENCE; VERTICAL DISTRIBUTION; WATER CONTENT;

EURASIA; EUROPE; FRANCE; ILE-DE-FRANCE; MARAIS; PARIS; VILLE-DE-PARIS; WESTERN EUROPE;

HELIANTHUS; HELIANTHUS ANNUUS;

EID: 33751107190     PISSN: 03615995     EISSN: None     Source Type: Journal    
DOI: 10.2136/sssaj2005.0262     Document Type: Article

References (28)

1. American Society for Testing and Materials. 1999. C373-88, Standard test method for water absorption, bulk density, apparent porosity, and apparent specific gravity of fired whiteware products. ASTM Int., West Conshohocken, PA.
2. Baize, D., and M.-C. Girard. 1995. Référentiel pédologique, Institut National de la Recherche Agronomique. INRA Editions, Paris.
3. Biarez, J., J.-M. Fleureau, M.I. Zerhouni, and B.S. Soepandji. 1987. Variations de volume des sols argileux lors de cycles drainage-humidification. Rev. Française Géotech. 41:63-71.
4. Braudeau, E., J.-M. Costantini, G. Bellier, and H. Colleuille. 1999. New device and method for soil shrinkage curve measurement and characterization. Soil Sci. Soc. Am. J. 63:525-535.
5. Bruand, A., H. Cochrane, P. Fisher, and R.J. Gilkes. 2001. Increase in the wet density of a Grey Clay subsoil by infilling of cracks by topsoil. Eur. J. Soil Sci. 52:37-47.
6. Bruand, A., and D. Tessier. 2000. Water retention properties of the clay in soils developed on clayey sediments: Significance of parent material and soil history. Eur. J. Soil Sci. 51:679-688.
7. Cabidoche, Y.-M., and H. Ozier-Lafontaine. 1995. THERESA: I. Matrix water content measurements through thickness variations in Vertisols. Agric. Water Manage. 28:133-147.
8. Camuzard, J.P. 2000. Les sols marqueurs de la dynamique des systèmes géomorphologiques continentaux. Thesis. Univ. of Caen, Caen, France.
9. Chertkov, V.Y. 2005. The shrinkage geometry factor of a soil layer. Soil Sci. Soc. Am. J. 69:1631-1683.
10. Chertkov, V.Y., and I.I. Ravina. 2000. Shrinking-swelling phenomenon of clay soils attributed to capillary-crack network. Theor. Appl. Fracture Mechanics 34:61-71.
11. Chertkov, V.Y., I.I. Ravina, and V. Zadoenko. 2004. An approach for estimating the shrinkage geometry factor at a moisture content. Soil Sci. Soc. Am. J. 68:1807-1817.
12. Ducloux, J. 1989. Notice explicative de la carte pédologique de Fontenay-le-Comte (C-14). Service d'Étude des Sols, Orléans, France.
13. Dudoignon, P., D. Gélard, and S. Sammartino. 2004. Cam-clay and hydraulic conductivity diagram relations in consolidated and sheared clay-matrices. Clay Miner. 39:269-279.
14. Giraud, F., P. Lachassagne, B. Ladouche, Ph. Weng, J.L. Pinault, and C. Chevallier. 2000. Etude hydrologique et hydrogéologique du marais de Rochefort (Charente-Maritime). Rep. RP-50247-FR. Bur. Res. Geol. Miner., Orléans, France.
15. Hallaire, V. 1987. Retrait vertical d'un sol argileux au cours du dessèchement. Mesures de l'affaissement et conséquences structurales. Agronomie 7:631-637.
16. Hallaire, V. 1988a. La fissuration d'un sol argileux au cours du dessèchement. I. Description in situ. Agronomie 8:139-145.
17. Hallaire, V. 1988b. La fissuration d'un sol argileux au cours du dessèchement. II. Modélisation morphologique. Agronomie 8:273-280.
18. Hallaire, V., M. Azib, P. Curmi, and C. Cheverry. 1996. Physical and chemical variations within prisms of a saline polder clay in relation to seasonal changes. Eur. J. Soil Sci. 47:463-471.
19. International Organization for Standardization. 2004. IS)/TS 17892, Geotechnical investigation and testing-Laboratory testing of soil. Part 12: Determination of Atterberg limits. ISO, Geneva, Switzerland.
20. Morizet, J., J. Dejou, and J. Guyot. 1970. Principales caractéristiques physico-chimiques des sols de type vertique et sodique dans le marais rochefortais à St-Laurent-de-la-Prée (Charente Maritime). Bull. AFES 5:11-24.
21. Normes Françaises. 1991. NF P94-053, Sols: Reconnaissance et Essais-Détermination de la masse volumique des sols fins en laboratoire-Méthodes de la trousse coupante, du moule et de l'immersion dans l'eau.
22. Pons, Y., A. Capillon, and C. Cheverry. 2000. Water movement and stability of profiles in drained, clayey and swelling soils: At saturation, the structural stability determines the profile porosity. Eur. J. Agron. 12:269-279.
23. Pons, Y., and A. Gerbaud. 2005. Classification agronomique des sols de marais à partir de la relation entre sodicité et stabilité structurale. Application au cas des marais de l'Ouest. Etude et Gestion de Sols 12(3):229-244.
24. Tariq, A.-R., and D.S. Durnford. 1993. Analytical volume change model for swelling clay soils. Soil Sci. Soc. Am. J. 57:1183-1187.
25. Tessier, D., A. Lajudie, and J.-C. Petit. 1992. Relation between the macroscopic behaviour of clays and their microstructural properties. Appl. Geochem. Suppl. 1:151-161.
26. Tessier, D., and G. Pedro. 1984. Recherches sur le rôle des minéraux argileux dans l'organisation et le comportement des sols. p. 223-234. In Livre jubilaire. Assoc. Fr. Etude Sols, Paris.
27. Velde, B. 1999. Structure of surface cracks in soil and muds. Geoderma 93:101-124.
28. Voltz, M., and Y.-M. Cabidoche. 1995. Non-uniform volume and water content change in swelling clay soil: I. Theoretical analysis. Eur. J. Soil Sci. 46:333-343.