interactions des fondations et des sols gonflants : pathologie ... - Pastel
interactions des fondations et des sols gonflants : pathologie ... - Pastel
interactions des fondations et des sols gonflants : pathologie ... - Pastel
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Krylov A.N. (1930). Rasch<strong>et</strong> balok na uprugom osnovanii (En russe : Calcul <strong>des</strong><br />
poutres sur appui élastique). Académie <strong>des</strong> Sciences de l’URSS.<br />
Kurdyumov V.I. (1891). À propos de la résistance <strong>des</strong> <strong>fondations</strong> directes. Institut<br />
Polytechnique. P<strong>et</strong>rograd. Cours <strong>sols</strong> de <strong>fondations</strong> <strong>et</strong> <strong>fondations</strong>, pp. 1-78.<br />
Ladd C.C. (1959). Mechanism of swelling by compacted clays. Water tensions;<br />
swelling mechanisms; strength of compacted soil. Highway Research Board<br />
Bull<strong>et</strong>in n° 245. National Academy of Sciences - National Research Council, pp.<br />
10-26.<br />
Lambe T.W., Whitman R.V. (1959). The role of effective stress in the behavior of<br />
expansive soils. Quarterly Journal of the Colorado School of Mines. Vol. 54, n°4,<br />
oct., pp. 33-66.<br />
LCPC (2001). Essais de chargement en vraie grandeur sur les formations gonflantes<br />
d’Ouarzazate. Laboratoire Central <strong>des</strong> Points <strong>et</strong> Chaussées, Paris, Rapport du<br />
Thème de recherche GEO37, Suj<strong>et</strong> 1.37.04.00, pp. 2-35.<br />
Loof H.W. (1965). The theory of coupled spring foundation as applied to the<br />
investigations of structures supported on soil. Heron, vol. 13, N° 3-4, pp. 29-49.<br />
Low P.F. (1973). Fundamental mechanisms involved in expansion of clays as<br />
particularly related to clay mineralogy. Proceedings, Workshop on Expansive<br />
Clays and Shales in Highway Design and Construction, vol. I.<br />
LPEE (1999). Dossier « Sols <strong>gonflants</strong> d’Ouarzazate ». 98.256.X.4771001,<br />
Laboratoire Public d’Essais <strong>et</strong> d’Étu<strong>des</strong>, Casablanca, 49 pages.<br />
Lytton R.L. (1970a). Analysis for <strong>des</strong>ign of foundations on expansive clay.<br />
Geomechanics Journal, Institution of Engineers, Australia.<br />
Lytton R.L. (1970b). Design criteria for residential slabs and grillage rafts on reactive<br />
clay. Report for Australian Commonwealth Scientific and Industrial Organization<br />
(CSIRO), Division of Applied Geomechanics, Melbourne, Australia.<br />
Lytton R.L. (1971). Risk <strong>des</strong>ign of stiffened mats on clay. Proceedings, Conference<br />
on Application of statistics and probability to soil and structural engineering, Hong<br />
Kong, pp. 153-171.<br />
Lytton R.L. (1972). Design m<strong>et</strong>hods for concr<strong>et</strong>e mats on unstable soils.<br />
Proceedings, 3 rd Inter-American Conference on Material Technology, Rio de<br />
Janeiro.<br />
Lytton R.L. (1977). Foundations on expansive soils. Numerical m<strong>et</strong>hods in<br />
geotechnical engineering, McGraw-Hill, New York.<br />
Lytton R.L. (1994). Prediction of movements in expansive clay. In Vertical and<br />
horizontal deformations of foundations and embankments. ASCE Geotechnical<br />
237