Actes du colloque - Volume 4 - page 774

3438
Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
Sols” for their contribution in reviewing the submitted papers to
this session.
7 REFERENCES
Papers in this parallel session:
Atalar C., Patra C. R., Das B. M., Sivakugan N. 2013. Bearing capacity
of shallow foundation under eccentrically inclined load.
Bungenstab F. C., Bicalho K. V., Ribeiro R. C. H. Aoki N. 2013.
Estimating settlements of footings in sands – a probabilistic
approach.
Dapena E., Roman F., Pardo de Santayana F. and Cuéllar V. 2013.
Settlement velocity measured over ten years in major-scale shallow
foundations on a preloaded 20-m thick silty alluvial layer.
Kenneth H., Stokoe K.H., Onur Kacar I., Kacar O., and Van Pelt J.
2013. Predicting Settlements of Shallow Footings on Granular Soil
Using Nonlinear Dynamic Soil Properties.
Kirichek Y. and Bolshakov V. 2013. Combined massive and plate
foundations under machines with dynamic loadings.
Kuruoglu O., Horoz A. and Erol O. 2013. Settlements Under Footings
on Rammed Aggregate Piers.
Nainegali L. S. , Gosh P., Basudhar P. K. 2013. Interaction of Nearby
Strip Footings Under Inclined Loading.
Strahler A. W. and Stuedlein A. W. 2013. Characterization of Model
Uncertainty in Immediate Settlement Calculations for Spread
Footings on Clays.
Tian Y., Cassidy M. J., Uzielli M. 2013. Probabilistic Assessment of the
Bearing Capacity of Shallow Strip Footings on Stiff-Over-Soft
Clay.
Yang G., Luo Y., Zhang Y. and Wang E. 2013. Application of The
Tangent Modulus Method in Nonlinear Settlement Analysis of
Sand Foundation.
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