A hybrid boundary element formulation for the steady state analysis of piles and pile groups embedded in a soil stratum in which the modulus increases linearly with depth is presented. The piles are represented by compressible columns or flexible beams and the soil as a hysteretic, layered medium. T
โฆ LIBER โฆ
Dynamic analysis of piles and pile groups embedded in homogeneous soils
โ Scribed by R. Sen; T. G. Davies; P. K. Banerjee
- Publisher
- John Wiley and Sons
- Year
- 1985
- Tongue
- English
- Weight
- 744 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0098-8847
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This paper describes the development of a boundary element analysis for the behaviour of single piles and pile groups subjected to general three-dimensional loading and to vertical and lateral ground movements. Each pile is discretized into a series of cylindrical elements, each of which is divided