A simplified approach for evaluation of seismic displacements of pile group located in soil slope

Author:

Hajimollaali H.,Elahi H.,Sabermahani M., , ,

Publisher

CMV Verlag

Reference23 articles.

1. Dynamic analysis of piled foundations in stratified soils by a BEM–FEM model

2. [2] Wilson DW. (1998) "Soil-pile superstructure interaction in liquefying sand and soft clay".PhD thesis, Dept.Civ.Env.Engrg, University of California at Davis, California.

3. [3] Hayward T, Lees AS, Powrie W, Richards DJ, Smethurst J. (2000), "Centrifuge modeling of a cutting slope stabilized by discrete piles", 105 Technical Report, Transport Research Library, Crothorne, UK, 32p.

4. [4] Chen L.T., Poulos H.G. (2001), "Approximation of lateral soil movements for analyzing lateral pile response", in Annual Conference of the Hong Kong Institution of Engineers.

5. Laterally loaded piles in sand: slope effect on P-Y reaction curves

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