Cyclic mechanical loading of unsaturated silty clay soils

Henok Hailemariam; Frank Wuttke

doi:10.1051/e3sconf/202019503018

All issues

Volume 195 (2020)

E3S Web Conf., 195 (2020) 03018

References

Open Access

Issue		E3S Web Conf. Volume 195, 2020 4^th European Conference on Unsaturated Soils (E-UNSAT 2020)


Article Number		03018
Number of page(s)		4
Section		Experimental Evidence and Techniques
DOI		https://doi.org/10.1051/e3sconf/202019503018
Published online		16 October 2020

A. Sawicki, W. Swidzinski, International Journal for Numerical and Analytical Methods in Geomechanics 13 (1989) [Google Scholar]
O.C. Zienkiewicz, C.T. Chang, E. Hinton, International Journal for Numerical and Analytical Methods in Geomechanics 2 (1978) [Google Scholar]
W.D.L. Finn, Dynamic response analyses of saturated sands (In: Soil Mechanics–Transient and Cyclic Loads, Wiley, 1982) [Google Scholar]
P.K. Peralta, Investigations on the behavior of large diameter piles under long-term lateral cyclic loading in cohesionless soil. PhD thesis, Leibnitz Universität Hannover, Hannover, Germany (2010) [Google Scholar]
A. Shajarati, K.W. Sørensen, S.K. Nielsen, LB. Ibsen, Behaviour of cohesionless soils during cyclic loading. DCE Technical Memorandum, No. 14, Department of Civil Engineering, Aalborg University, Aalborg, Denmark (2012) [Google Scholar]
M. Goldscheider, Shakedown and incremental collapse of structures in dry sand bodies (Proceedings of Dynamical Methods in Soil and Rock Mechanics, 2. Plastic and Long-Term Effects in Soils, Balkema, Rotterdam, Netherlands, 1978) [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.

[1] A. Sawicki, W. Swidzinski, International Journal for Numerical and Analytical Methods in Geomechanics 13 (1989) [Google Scholar]

[2] O.C. Zienkiewicz, C.T. Chang, E. Hinton, International Journal for Numerical and Analytical Methods in Geomechanics 2 (1978) [Google Scholar]

[3] W.D.L. Finn, Dynamic response analyses of saturated sands (In: Soil Mechanics–Transient and Cyclic Loads, Wiley, 1982) [Google Scholar]

[4] P.K. Peralta, Investigations on the behavior of large diameter piles under long-term lateral cyclic loading in cohesionless soil. PhD thesis, Leibnitz Universität Hannover, Hannover, Germany (2010) [Google Scholar]

[5] A. Shajarati, K.W. Sørensen, S.K. Nielsen, LB. Ibsen, Behaviour of cohesionless soils during cyclic loading. DCE Technical Memorandum, No. 14, Department of Civil Engineering, Aalborg University, Aalborg, Denmark (2012) [Google Scholar]

[6] M. Goldscheider, Shakedown and incremental collapse of structures in dry sand bodies (Proceedings of Dynamical Methods in Soil and Rock Mechanics, 2. Plastic and Long-Term Effects in Soils, Balkema, Rotterdam, Netherlands, 1978) [Google Scholar]