2.1.1.1 More information on progressive subsidence

Progressive subsidence scheme (from Maquaire, 2005)

Progressive subsidence is the process of slow surface deformation with or without fractures due to the evolution of natural or artificial caves (subterranean quarry or mines -iron, salt, coal, etc.-), circular or oval cavities or depressions appeared in surface,

What is a progressive subsidence phenomenon?

Subsidence, like sinking, is a very slow process of vertical deformation of large extent. The deformations are triggered by:

  • The natural dissolution of soluble materials (karst phenomena),
  • The extraction of materials (calcareous, etc.) or extraction of ores (iron, salt, coal, etc.).

Subsidence is a phenomenon relatively slow which can last of many years. It generally occurs in ground terrains with flexible behaviour, or in the case of artificial cavities (subterranean quarry or mines), when the depth of exploitation is important compared to the thickness of the size. Subsidence can be the precursor sign of an evolution by rapid subsidence. Subsidence (with vertical component of the movement) results in low depth of vast topographic depressions, generating relative deformations prejudicial to the structures, or, on a large scale, a disorganization of the system of drainage. In limit of these depressions (called sink hole in case of a karst dissolution), zones in extension (with shearing and traction, yielding stresses) can lead to the appearance of cracks.

Scheme of the progressive subsidence process above a subterranean quarry by slow and progressive deformation of the ground terrain with flexible behaviour. With these indications: below, the extension of the subsidence zone, and. above, the extension of the influenced zone (from BRGM, website BDcavité.net, developed by BRGM).

Karstic doline in Vercors due to the dissolution of limestones (Photo: O Maquaire, Cerg)

References:
COTE, PH., FAUCHARD, C., POTHERAT, P. (2005). Méthodes géophysiques pour la localisation de cavités souterraines : potentialités et limites. In Evaluation et gestion es risques liés aux carrières souterraines abandonnées. Actes des journées scientifiques du LCPC, pp. 8-17.

EMBLETON, C., AND EMBLETON C. (EDS.) (1997), Geomorphological Hazards of Europe. Developments in Earth Surface Processes 5. Amsterdam : Elsevier, 524p.

FLAGEOLLET, J. C. (1988), Les mouvements de terrain et leur prévention, Paris : Masson, 224p. LCPC (2000). Guide technique pour la caractérisation et cartographie de l’aléa dû aux mouvements de terrain. Collection ‘les risques naturels’. Laboratoire Central des Ponts et Chaussées, 91 p.

MAQUAIRE, O., (2005). Geomorphic hazards and natural risks, In: Koster, E., A. (ed.), The Physical Geography of Western Europe, Oxford Regional Environments, Oxford University Press, Chapter 18, 354-377.

MINISTERE DE L’ENVIRONNEMENT, (1997), Plans de prévention des risques naturels (PPR) : guide général.. La Documentation Française, Paris, 76p.

MINISTERE DE L’ENVIRONNEMENT, (1999), Plans de prévention des risques naturels (PPR) : risques de mouvements de terrain. Guide méthodologique.. La Documentation Française, Paris, 71p.

MINISTERE DE L’ECOLOGIE ET DU DEVELOPPEMENT DURABLE, (2004). Dossier d’information sur le risque Mouvement de terrains, 20 p. (à télécharger sur site du MEDD).

POTHERAT, P. (2005). L’opération de recherche « Carrières souterraines abandonnées ». Localisation, diagnostic de stabilité, gestion. Rapport de synthèse. Géotechnique et risques naturels, GT 77. LCPC, 132 p.