TY - JOUR
T1 - ANALYSE DE LA STABILITE DES OUVRAGES EN TERRE PAR LE CALCUL A LA RUPTURE.
AU - Coussy, Olivier
AU - Salencon, Jean
PY - 1979
Y1 - 1979
N2 - Earth-slope stablity is analyzed with the basic arguments of yield design, that is, considering static equilibrium respecting the strength-criterion which defines the admissible stress states for the constitutive soil. The concept of ″potentially stable″ earth slopes is introduced as well as the ″yield-factor″ to characterize it. Some classical methods for earthslope stablity analysis are examined.
AB - Earth-slope stablity is analyzed with the basic arguments of yield design, that is, considering static equilibrium respecting the strength-criterion which defines the admissible stress states for the constitutive soil. The concept of ″potentially stable″ earth slopes is introduced as well as the ″yield-factor″ to characterize it. Some classical methods for earthslope stablity analysis are examined.
UR - https://www.scopus.com/pages/publications/0018690752
UR - https://www.scopus.com/record/pubmetrics.uri?eid=2-s2.0-0018690752&origin=recordpage
M3 - RGC 21 - Publication in refereed journal
SN - 0003-4304
SP - 7
EP - 35
JO - Annales des ponts et chaussees. Memoires et documents relatifs a l'art des constructions et au service de l'ingenieur
JF - Annales des ponts et chaussees. Memoires et documents relatifs a l'art des constructions et au service de l'ingenieur
IS - 12
ER -