beams in dynamic two-beam coupling with any intensity modulation depth and any constant light excitation efficiency. Such an exact solution can be distinguished for the straight Ε½ . formulation for unit light excitation p s 1 , the hidden formulation with an additional parameter for constant excita-
A method for the analysis of large vertically loaded pile groups
β Scribed by Hong, D. C.; Chow, Y. K.; Yong, K. Y.
- Publisher
- John Wiley and Sons
- Year
- 1999
- Tongue
- English
- Weight
- 167 KB
- Volume
- 23
- Category
- Article
- ISSN
- 0363-9061
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β¦ Synopsis
An iterative method is described for the analysis of vertically loaded pile groups with a large number of vertical piles. The individual pile response is modelled using load-transfer (t-z) curves while pile-soil-pile interaction is determined using Mindlin's solution. The present method not only keeps all the advantages of the so-called 'hybrid method', but also makes it possible for practising engineers to solve problems of large non-uniformly arranged pile groups in a time-saving way using a personal computer. Good agreement between the present method of analysis and the direct method is observed. A case history is analysed and the computed response of a large pile group compares favourably with the field measurement.
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