Actes du colloque - Volume 3 - page 340

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Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
Coutinho R.Q. and da Silva M.M. Geotechnical characterization,
stability analysis, and the stabilization process for a landslide in a
area of Barreiras Formation and granite residual soils, Pernambuco.
Dey R., Hawlader B., Philips R. and Soga K. Progressive Failure of
Slopes with Sensitive Clay Layers.
Du Y, Yin K., Nadim F. and Lacasse S. Quantitative vulnerability
estimation for landslides.
Harris S., Orense R. and Itoh K. A site specific early warning system for
rainfall induced landslides.
Jeng C.J. and Sue D.Z. Characteristics of ground motion on colluviums
slope induced by natural disasters.
Katzenbach R. and Bergmann C. Investigation on mass flow of
saturated soil by large scale experiments.
Kavvadas M., Agioutantis Z., Schilizzi P. and Steiakakis C. Stability of
open-pit lignite mines in Northern Greece.
Lacasse S., Kalsnes B., Vaciago G., Choi Y.G. and Lam A. A web-
based tool for ranking landslide mitigation measures.
Law R.P.H., Lam A.Y.T. and Choi K.Y. A numerical study of granular
surge flow through a row of baffles.
Li A.G., Qiu, J.J., Mo J.F., Gao W., Tham L.G. and Yan R.W.M. Full-
scale field monitoring of a rainfall-induced sliding slope in Hainan,
China.
Lin M.L. and Lin Y.S. Estimation and prediction of debris flow
potential using discrimination analysis.
Lo D.O.K. and Lam H.W.K. Value of landslide investigation to
geotechnical engineering practice in Hong Kong.
Long X. and Tjok K-M. Analyses of seismic slope stability and
subsequent debris flow modeling.
Nadim F. and Liu Z.Q. Quantitative risk assessment for earthquake-
triggered landslides using Bayesian network.
Nakata Y., Kajiwara T. and Yoshimoto N. Collapse behavior of slope
due to change in pore water pressure.
Nonoyama H., Yashima A. and Moriguchi S. Future evolution of slope
stability analysis created by SPH method.
Paçi E., Cullufi H. and Dervishaj A. Slope stability along a new road
“Drisht-Drisht castle”.
Quan Luna B., Vangelsten B.V., Liu Z.Q., Eidsvig U. and Nadim F.
Landslides induced by the interaction of an earthquake and
subsequent rainfall. A spatial and temporal model.
Rahhal M.E., Hajal M., Seoud J.P. and Rafie E. Analyse des
glissements de terrains en région urbanisée.
Saha A. A smart adaptive multivariable search algorithm applied to
slope stability in locating the global optima.
Şengör M.Y., Ergun M.U. and Huvaj N. Landslide stabilization by
piles: A case history.
Son N.T., Ha P.T.S. and Son L.M. Landslide susceptibility mapping
using Bayesian conditional probability model at An Linh
Commune, Tuy An District, Phu Yen Province, Vietnam.
Strenk P.M. and Wartman J. Influence of ground motion variability on
seismic displacement uncertainty.
Thakur V., Degago S.A., Oset F., Dolva B.K. and Aabøe R. A new
approach to assess the potential for flow slide in sensitive clays.
Tremblay M., Svahn V. and Lundström K. Landslide risk assessment in
the Göta river valley: effect of climate changes.
Uchimura T., Gizachew G., Wang L., Nishi S. and Seko, I.Deformation
and water seepage observed in a natural slope during failure process
by artificial heavy rainfall.
Wang L., Nishie S., Seko I. and Uchimura, T. Study on field detection
and monitoring of slope instability by measuring tilting motion on
the slope surface.
Winter M.G., Smith J.T., Fotopoulou S. & Pitilakis K., Mavrouli O. and
Corominas J. The physical vulnerability of roads to debris flow.
Yeh H-S., Wang C-S., Wei C-Y., Lee S-M., Ho T-Y., Hsiao C-A. and
Tsai L-S. Inspection and capacity assessment of anchored slopes.
Yune C-Y., Kim G., Lee S.W. and Paik J. 2011 Seoul debris flow and
risk analysis.
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