This paper describes the development of an approximate approach for the analysis and design of piles subjected to axial and lateral loading and also to vertical and horizontal ground movements. The analysis involves a number of simpli"cations in order to make it feasible to implement. For example, i
Response of pile groups subjected to lateral loads
โ Scribed by C. F. Leung; Y. K. Chow
- Publisher
- John Wiley and Sons
- Year
- 1987
- Tongue
- English
- Weight
- 463 KB
- Volume
- 11
- Category
- Article
- ISSN
- 0363-9061
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๐ SIMILAR VOLUMES
In general, pile materials are assumed to be isotropic during the analysis of the load}de#ection response of piles under lateral loads. However, commonly used materials such as reinforced concrete and timber as well as potentially promising new pile materials such as "ber reinforced polymers are typ
The objective of this work was to evaluate the theoretical capabilities of the non-destructive impact-response method in estimating the length and cross-sectional area of intact piles. Three-dimensional (3-D) axisymmetric finite element models were developed to simulate the testing. The results obta