Moisture state variations on embankments located in flood zones: Instrumentation and behavioral monitoring of an experimental embankment;Variations d'état hydrique dans les remblais en zone inondable : instrumentation et suivi du comportement ďun remblai expérimental

Bulletin des Laboratoires des Ponts et Chaussees

Volumn , Issue 274, 2009, Pages 5-30

  Vinceslas, Gratien ^a   Sagnard, Nadège ^a   Khay, Matoren ^a   Ferber, Valéry ^b  

^a CETE Normandie Centre   (France)

^b UNIVERSITÉ GUSTAVE EIFFEL   (France)

Author keywords

[No Author keywords available]

Indexed keywords

CAPILLARY RISE; CONSTRUCTION PHASE; DURING CONSTRUCTION; EMBANKMENT SLOPES; FINE GRAINED SOIL; FLOOD ZONES; MEASUREMENT CAMPAIGN; MOISTURE STATE; PROTECTION MEASURES; STRUCTURAL BEHAVIORS; WATER MOVEMENTS;

CANALS; DEFORMATION; EMBANKMENTS; INSTRUMENTS; MOISTURE CONTROL; RESEARCH LABORATORIES; ROADS AND STREETS; SLOPE PROTECTION; SOILS;

HYDRAULIC STRUCTURES;

EID: 69749083030     PISSN: 12691496     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (17)

1. LAWTON E.C., FRAGASZY R.J., HETHERINGTON M.D., Review of wetting-induced collapse in compacted soil. Journal of Geotechnical Engineering, 118, 9, 1992, 1376-1394.
2. ROLLINS K.M., ROLLINS R.L., SMITH T.D., BECKWITH G.H., Identification and characterization of collapsible gravels, Journal of Geotechnical Engineering, 120, 3,1993, 528-542.
3. LIM Y.Y., MILLER G.A., Wetting-induced compression of compacted Oklahoma soils, Journal of Geotechnical and Geoenvironmental Engineering, 130, 10, 2004,1014-1023.
4. BASMA A.A., TUNCER E.R., Evaluation and control of collapsible soils, Journal of Geotechnical Engineering, 118,10,1992,1491-1504.
5. DUDLEY J.H., Review of collapsing soils, Journal of Soil Mechanics, Foundation Division ASCE, 96, SM3, May 1970, 925-947.
6. Cox D.W., Volume change of compacted clay fill, In: Clay fills, Proceedings of the conference held at the institution of Civil Engineers, London, 1978, 79-86.
7. LAWTON E.C., FRAGASZY R.J., HARDCASTLE J.H., Stress ratio effects on collapse of compacted clayey sand, Journal of Geotechnical Engineering, 117, 5,1989, 714-730.
8. RAO S.M., REVANASIDDAPPA K., Role of matric suction in collapse of compacted clay soil, Journal of Geotechnical and Geoenvironmental Engineering, 126,1, 2000, 85-90.
9. ESTABRAGH A.R., JAVADI A.A., BOOT J.C., Effect of compaction pressure on consolidation behaviour of unsaturated silty soil, Canadian Geotechnical Journal, 41, 2004, 540-550.
10. FERBER V., Sensibilité à Ľhumidification des sols fins compactés. Apport ďun modèle de microstructure, Thèse Ecole Centrale Nantes, sept. 2005, 2005, 284 p.
11. FERBER V., AURIOL J.C., CUI Y.J., MAGNAN J.P., Wetting-induced volume changes in compacted silty clays and high-plasticity clays, Canadian Geotechnical Journal, 45, 2, 2008, 252-265.
12. JENNINGS J.E., KNIGHT K., The prediction of total heave from the double oedometer test, Transactions Symp. on Expansive Clays, South African Inst, of Civ. Engineering, 1957,13-19.
13. DELAGE P., FRY J.J., Comportement des sols compactés : apports de la mécanique des sols non saturés, Revue française de Géotechnique, 92, 2000, 17-29.
14. DELAGE P., Cui Y.J., Ľeau dans les sols non saturés. Techniques de l'ingénieur, Construction, C 301, 2000, 20 pages.
15. SETRA-LCPC, Réalisation des remblais et des couches de forme (GTR), Guide technique, 2 fascicules, 2000, 98 et 102 p.
16. TOPP G.C., DAVIS J.L., ANNAN A.P., Electromagnetic determination of soil water content: Measurements in coaxial transmission lines. Water Resources Research, 16,1980, 574-582.
17. IRESON A.M., WHEATER H.S., BUTLER A.P., FINCH J., COOPER J.D., WYATT R.G., HEWITT E J., Field monitoring of matric potential and soil water content in the Chalk unsaturated zone, In : Advanced Experimental Unsaturated Soil Mechanics, A. Tarantino, E. Romero & Y.J. Cui, eds., Proc. of an International Symposium, Trento, 27-29 June 2005.