Model tests and numerical analyses on horizontal impedance functions of inclined single piles embedded in cohesionless soil

Author:

Goit Chandra Shekhar,Saitoh Masato

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Association Francaise de Genie Paraismique (AFSP) (1990), Recommendations AFPS 90. Presses des Ponts et Chaussees, France.

2. Deng N, Kulesza R and Ostadan F (2007), “Seismic Soil-pile Group Interaction Analysis of a Battered Pile Group,” 4th International Conference on Earthquake Geotechnical Engineering, Thessaloniki, June 25–28, Paper No. 1733.

3. Eurocode (2000), “Structures in Seismic Regions, Part 5: Foundations, Retaining Structures and Geotechnical Aspects,” Seismic Eurocode EC8, European Committee for Standardization, Belgium.

4. Gazetas G and Mylonakis G (1998), “Seismic Soilstructure Interaction: New Evidence and Emerging Issues,” Geotechnical Earthquake Engineering and Soil Dynamics III, ASCE, Geotechnical Special Publication, Vol. 2, pp. 1119–1174.

5. Gerolymos N, Giannakou A, Anastasopoulos I and Gazetas G (2008), “Evidence of Beneficial Role of Inclined Piles: Observations and Summary of Numerical Analyses,” Bulletin of Earthquake Engineering, 6(4): 705–722.

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