An experimental study on static and dynamic bending behaviour of piles in soft clay

Author:

Boominathan A.,Ayothiraman R.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference39 articles.

1. Agarwal SL (1973) Discrete element analysis and its experimental verification for vertical piles under dynamic lateral loads. In: Proceedings of eighth international conference on soil mechanics and foundation engineering, vol 2, 3/2. Moscow, pp 9–12

2. Anandarajah D, Zhang J, Gnanaranjan G, Ealy C (2001) Back-calculation of Winkler foundation parameters for dynamic analysis of piles from field-test data. In: Proceedings of NSF international workshop on earthquake simulation in geotechnical engineering. pp 1–10

3. Angelides D, Roesset JM (1981) Nonlinear lateral dynamic stiffness of piles. J Geotech Eng Div ASCE 107:1443–1460

4. Arduino P, Kramer SL, Li P, Baska DA (2002) Dynamic stiffness of piles in liquefiable soils. Research report no: T9903 – Task A4, Dept. Civil and Environmental Engineering, University of Washington

5. Badoni D, Makris N (1996) Nonlinear response of single piles under lateral inertial and seismic loads. Soil Dynam Earthquake Eng 15:29–43

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