PROBABILISTIC STUDY OF LANDSLIDES - STABILIZATION AND DRAINAGE. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985

ETUDE PROBABILISTE DE GLISSEMENTS - ASSAINISSEMENT

A recent probabilistic method of analyzing slope stability, which permits the modelling of progressive failure mechanism, is applied to a real case. The landslide studied was instrumented and monitored for over two years by the EPFL (Ecole Polytechnique Federale de Lausanne). In April 1983, it entered a phase of very rapid acceleration which destroyed one road and obstructed the river flowing at the foot of the slope. Possible stabilization and drainage systems--protection of the river sides, drainage, and anchorage systems--were compared by means of local probability charts supplied by the method: the comparative analyses show the effect of the remedial measures. Lastly, a recent development of the method is used to determine, in probabilistic terms, the support necessary to bring the probability of local failure down to a chosen value. For the covering abstract of the conference see IRRD 287689. (TRRL)

  • Availability:
  • Corporate Authors:

    AA Balkema

    P.O. Box 1675
    Rotterdam,   Netherlands  BR-3000
  • Authors:
    • Bonnard, C
    • Oboni, F
  • Publication Date: 1985

Language

  • French

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00466506
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • ISBN: 90 6191 564 3
  • Files: ITRD, TRIS
  • Created Date: Mar 31 1988 12:00AM