Failure: an ill-coined and late word'-Skeat, An etymological dictionary of the English language, 1893 The Pennsylvania Disaster (1889 Johnstown Flood) by William McGonagall, Scottish poet and tragedian "Twas in the year of 1889, and in the month of June, Ten thousand people met with a fearful doom, By the busting of a dam in Pennsylvania State, And were burned and drowned by the flood-Oh pity their fate! The embankment of the dam was considered rather weak, And by the swelled body of water the embankment did break, And burst o'er the valley like a leaping river, Which caused the spectators with fear to shiver .' An attempt is made to classify geotechnical failures, and these are illustrated by several examples. The experiences involved in trying to obtain remotely the properties of the granular material on the moon and Mars are summarized. Descriptions are given of several landslides in southern California hut which have aspects in common with other landslide events in other parts of the world. The failure of two dams is discussed briefly. The problem of fault rupture as a hazard in its own right, apart from the associated generation of strong ground motion, is treated from the points of view both of faulting mechanics and also the effect of the displacements on structures. Methods of analysis including the finite element and finite difference techniques are considered with respect to the examination of failures. Discussion of the constitutive relations used in such methods is given, especially regarding stable and unstable material behaviour. Since the propagation of slip or rupture surfaces is important in many of the examples, emphasis is given to the implementation of numerical approaches in which unstable material behaviour can be employed, and which can give rise to the generation of slip surfaces or zones. Examples are given of the results of a discrete element method and the use of dynamic relaxation with the finite difference technique applied to some typical problems such as embankments, slopes and punch indentation. Attention is finally given to the questions raised in the design of structures, and the analysis and use of failures in this regard.
Plusieurs examples de ruptures gkotechniques sont cit&s en vue de les classifier. Des expitriences sont d&rites dont le but 6tait d'obtenir i distance les propri&s des matkriaux pulvCrulents sur la lune et sur Mars. Des descriptions sont donnks de plusieurs glissements de terrain qui ont eu lieu en Californiedu Sud mais qui avaient des ressemblances avec d'autres survenues ailleurs dans le monde. La rupture de deux barrages est discutCe briivement. Le problhme de la rupture par faille analysi? comme risque proprement dit, indCpendamment du resultat de fort mouvement du terrain, est traiti! au point de vue de la mC?canique des failles et aussi de I'effet des dkplacements sur les constructions. Les mCthodes analytiques, y compris les techniques P Clkments finis et i diffirences finies sont trait&s en fonction de leur application i I'Ctude des ruptures. Les relat...