PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Prediction of collapsible soils by cone penetrometer and ultrasonic tests

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Collapsible soils type are in nature unsaturated soils, which are characterized by a metastable structure and undergo an abrupt collapse when they are flooded (with or without loading), which causes important damage. Based on the structural composition of these soils, we reconstituted the samples made up of sand and fine particles occurring in various proportions. The first phase of the work consists in the experimental determination of the geotechnical characteristics of these samples. It is thereafter proposed a test program based primarily on the use of the cone penetrometer and the ultrasonic apparatus allowing the factors which influence collapse to be predicted. The results obtained clearly show the influence of certain parameters such as water content and the energy of compaction on the collapse potential and the ultrasonic speed.
Wydawca
Rocznik
Strony
3--21
Opis fizyczny
bibliogr. 24 poz.
Twórcy
autor
autor
autor
Bibliografia
  • [1] ABBECHE K., MOKRANI L., BOUMEKIK A., Contribution à l’identification des sols effondrables [J], Revue Française de Géotechnique, 2005, 110, 85–90.
  • [2] ABBECHE K., HAMMOUD F., AYADAT T., Influence of Relative Density and Clay Fraction on Soils Collapse. Experimental Unsaturated Soil Mechanics [C], Springer Proceedings in Physics, 2007, 112, 3–9.
  • [3] ABELEV M.Y., Loess and its Engineering Problems in the USSR, Proc. of the Int. Conf. Engineering Problems of Regional Soils, Beijing, China, 1988.
  • [4] ALONSO E. et al., General report, Proc. 9th Conf. Soil Mech., Dublin, 1987, 3, 1087–1146.
  • [5] AYADAT T., BELLILI F., Sols susceptibles d’affaissement: Identification mécanique et traitement, Revue Algérie Equipment, 1995, No. 20, 18–23.
  • [6] AYADAT T., OUALI S., Identification des sols affaissables basée sur les limites d’Atterberg, Note Technique, Revue française de géotechnique, 1999.
  • [7] BOOTH A.R., The Factors Influencing Collapse Settlement in Compacted Soils, [in:] Proceedings of the 6th Regional Conference for Africa on Soil Mechanics and Foundation Engineering [C], Dublin, South Africa, 1975, 57–63.
  • [8] CTC BSKRA., Intervention du directeur du CTC de Biskra, 2eme Colloque Maghrébin de Génie Civil, Biskra, Algérie, 10, 11 December 2002.
  • [9] CUI Y.J., DELAGE P., SCHLOSSER F., WONAROWCZ M., Etude du comportement volumique d’un loess du nord de la France, Xlléme congrès Européen de Mécanique des sols et de Géotechnique, Amsterdam, 1999, Vol. 1, 337–342.
  • [10] CUI Y.J., MAGNAN J.P., Affaissement locaux dus à l’infiltration d’eau en géomécanique environnementale, Chapitre n°6 « Risques naturels et patrimoine », Ed. Hermes, 2000, 139–164.
  • [11] DUDLEY J.H., Review of Collapsing Soils [J], Journal of Soil Mechanics and foundation div ASCE, 1970, 96, n° SM3, 925–947.
  • [12] FEDA J., Mechanisms of collapse of soil structure, [in:] E. Derbyshire (ed.), Genesis and properties of collapsible soils, NATO Series C. Mathematical and Physical Sciences, 1994, Vol. 468, 149–172.
  • [13] FREDLUND D.G., RAHARDJO H., Soil Mechanics for Unsaturated Soils, New York, John Wiley and Sons, inc, 1993.
  • [14] GANESHAN V., Strength and Collapse Characteristics of Compacted Residual Soils, Thesis (M.E), Asian Institute of Technology, Bangkok, Thailand, 1982.
  • [15] HOLTZ W., GHILF J.W., Settlement of Soil Foundation due to Saturation, [in:] Proceeding 5th International Conference on Soil Mechanics and Foundation Engineering, 1961, Vol. 3, 673–679.
  • [16] JENNINGS J.E., KNIGHT K., The Additional Settlement of Foundation due to Collapse of Sandy Soils on Wetting, [in:] Proceeding 4th International Conference on Soil Mechanics and Foundation Engineering, 1975, 316–319.
  • [17] KNIGHT K., JENNINGS J.E., A guide to construction on or with materials exhibiting additional settlement due to collapse of grain-structure, Proc. 6th Regional Conf. for Africa on SMFE, Durban, South Africa, 1975, 99–105.
  • [18] LAWTON E.C., FRAGASZI R.J., JAMES H.H., Collapse of Compacted Clayey Sand [J], Journal of Geotech. Eng. ASCE, 1989, Vol. 155, No. 9, 1252–1267.
  • [19] LNHC, Projet Extension des Gazoducs à Hassi Messaoud, Rapport de reconnaissance de sol, Laboratoire National de l’Habitat et de la Construction de Batna, Algérie, 2000.
  • [20] LOISEAU C., CUI Y.J., De LAURE E., Etude du comportement des loess sur le tracé du TGV Est, rapport de recherche TERRASOL, 2001.
  • [21] MARKIN B.P., Discussion on standard criteria of Sag in Loess soils, Soil Mechanics and Foundations Engineering, 1969, No. 2, 137.
  • [22] MORGENSTERN N., De MATOS M.M., Stability of slopes in residual soils, Proc. 5th. Pan American Conf. on Soil Mech. and Found Eng., Buenos Aires, Argentina, 1975, 3, 367–383.
  • [23] QIAN H.J., LIN Z.G., Loess and its Engineering Problems in China, [in:] Proceeding of the International Conference Engineering Problems of Regional Soils, Beijing, China, 1988, 136–153.
  • [24] TING W.A., Consolidation of a partially saturated residual soil, Proc. 6th Asian Reg. Conf. on Soil Mech. and Found. Eng., Singapore, 1979, Vol. 1, 95–98.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPW8-0012-0001
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.